20 jul2009 brisconnections s e e a...should you have any queries in relation to these documents,...
TRANSCRIPT
o 20 JUL2009
Ref 141307160204
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General Level 12 100 George St Brisbane Qld 4000
Dear Mr Jensen
Re Construction Traffic Iflt Vehicle EMP Sub Plans - Airport Unk Project
In accordance with Schedule 3 Clause S(e) of the Coordinator-Generals Conditions as issued in July 2008 please find attached the following documents for your infonnation
TJH-GL-PLN-EN-0005-1-G2 TJH-GL-PLN-EN-0006-2-G2
Construction Vehicle EMP Sub Plan
Construction Traffic EMP Sub Plan
Should you have any queries in relation to these documents please contact Sue Lewis from Thiess John Holland on 3170 1000
Charles MacDonald General Manager Construction
CC David lynch Oty North Infrastructure Gordon Ralph Thless John Holland Paul Cotton Brisbane Oty Council Miles Vass QLD Department ofTransport amp Main Roads
BrlsConnectlon$ Operations Pty limited ABN69128615S47
BrisConneclion5 Nomlee Company pty Limi1ed ABN43128615B14
Liuiwlmiddotjmla irportl if1 k 1Cvmple Roatl KeClron OLD 4031northernbusway
(PO 80x 412 Lutwvche OLD 4030)Iii 1 )- I (
T 07 3110 1900 F 0731701911
RTI Document No 1
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John Holland
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Dltl RevlOjlol1 Descnptlon PrerMed Reviewed Anprollcd A-OO 1011012008 IntemaJ review
Internal Review responses For approval Forapprova Revllon Revision
D Cox $ Iowl B-OO 2510108 $L
0-00 1gt11108 S LOM B watkins lJ-(]1 171108 Sue LOM Brall WoIIdns M Danckort 1-01 14-01-2009 _BColdWBII Brait Watkll16 Marcus Danckert 1-02 270412009 SuBlBMs 8enMcLean Lee Price
RTI Document No 2
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~__k 4_-_middot_ ~ CONSTRUCTION VEHICLE EMP SUB PLAN_shy
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 AVOID OR MINIMISE DISRUPTION TO LOCAL lRAFFIC MOVEMENTS 3
22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3
23 NOISE GENERATION AND AIR aUALllY MANAGEMENT 4 24 SAFETY 4
3 COORDINATOR GENERAL REPORT COMMITMENTS 6
4 ABBREVlAll0NS 9
5 REFERENCES 9
TJH-GLmiddotPLN-EN-0005-1-02 Page 2 of9 RTI Document No 3
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1 INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be resd in conjunction with the Construction Traffic EMP SUb-Pian (TJH-GL-PLNshyENQ006)
This document 11 be subject to periodic review snd updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporetes the measures as outlined below
2 COORDINATOR GENERALS CONDITIONS
21 Avoid or minimise disruption to local traffic movements
The haul routes nominated by TJH utilise the highest functional roed class where possible via the most direct route between origin and destination thus limiting exposure to the road network TJH will avoid corridors where reasonable and practicable where congestion currently exists such es the Alrporl Roundabout in peak periods eltemate routes have been nominated for this purpose The haulage routes heve been planned based on the use of arterial roads where possible
Tha CoG Reports reqUire TJH to avoid or minimise and mitigate disruption to local traffic movements generally and particularly during peak traffic periods including school drop off and pick up times Schools that may be impacted have been identified and included within the area CTMP These will be communicated to the haUlage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haUlage operations are identified as having an Impact on the operation of the roed network at that location
Spoil haulege trucks will be filled with GPS to enable real time management of trucks and traffic conditions to evoid traffic congestion particularly in peak times where reasonable and practicable and real time scheduling to avoid the use of local roads and queuing in proximity to residentiai premises schools or heelth care facilities particularly after 630pm
TJH will consult with pUblic event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH and will be forwarded to the haulage contractor where required
22 Proposed method of haulage vehicle fleet management
Real time management of haUlage vehicles will be undertaken by the use of GPS The loading equipment is also filled with load cells The weight of load truck number GPS location time of loading are all recorded as required for billing compliance checks or complaint invastlgatlon This real time management will allow for the avoidance of traffic congestion partiCUlarly in peak times while real time scheduling will allow avoidance of queuing and the use of local roads
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals lor several weeks after the event to augment the loadl unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins
TJH will undertake routine Inspections of the roads within and adjacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
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CONSTRUCTION VEHICLE EMP SUB PLAN
Spoil haulage vehicles will be fitted with GPS receivers that can verify a trucks location at any given time In the event of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verify a trucks pos~ion
TJH will supply the haulage subcontractor w~ vehicle identiflers Complaints will be discussed with the subcontractor and both the subcontractor and TJH will jointly wortlt to rectify identified issues Weekly meetings bmween the parties will be held
TJH has assessed the suitability of subcontractors as per OHampS Tri Safe Audit (Qld GoY self Insurance audit) and will continue to undertake this assessment during the course of spoil haulage operetions
23 Noise generation and air quality management
TJH will seek to avoid excessive noise generation from haulage vehicle operations and the generatJon of emissions and dust in and beyond Its wortltsltes The controls for minimising and mltlgatlng noise emission and dust Impacts are addressed within the relevant lJr Quality Noise and Vibration Operations Control Tables in each AEP and the relevant SEPs
Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take place on Sundays and public holidays
Construction activltles or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the ebove-the-surface works need to be conducted outside these days and hours Examples of such special circumstances includa
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
2 Wortlts involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation measures will be introduced where possible Measures may include the installation of sound attenuation structures
TJH and its subcontractors will maintain a modem fleet of spoil haulage vehicles compliant with thEi requirements of ADR 28101 in order to mitigate both noise and exhaust emissions In order to ensure compliance with ADR 28101 routine and preventative maintenance of vehicles will be undertaken Drivers will be Instructed to minimise the use of compression braking where ever possible Haulage vehicles will also be fitted with eirbag suspension and an automatic shut down device which activates after 5 minutes of idling This will ensure noise and exhaust emissions are minimised
24 Safety
TJHs subcontractor is required to report alllncldents and accldents In accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-QSc007) TJH will maintain a database of reported incldents Public traffic accldents on affected roads will be reported as perTJHs Safety and Health Management Plan (TJH-GL-PLN-OSc001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
TJHs subcontractor will maintain a Hazard Register Risk Analysis and Safe Operating Procedures
TJH-GL-PLN-EN-0005-1Q2 Page 4 of9 RTI Document No 5
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The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
TJH-GL-PLN-EN-llOO5-1-02 Page 50f 9 RTI Document No 6
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
TJH-GL-PLN-EN-OOOS-l-02 Page 6 019
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Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
TJH-GLpLN-EN~OO)1~2 Page 6 of9
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJl+Gl-PLN-EN-0006-2-02 Page 2 of 13 RTI Document No 12
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
TJH-GLmiddotPLNmiddotEN-Q01J62-a1 RTI Document No 15
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
RTI Document No 19
RTI RELEASE
-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
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--
TCC Spoil Sire
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RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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John Holland
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Dltl RevlOjlol1 Descnptlon PrerMed Reviewed Anprollcd A-OO 1011012008 IntemaJ review
Internal Review responses For approval Forapprova Revllon Revision
D Cox $ Iowl B-OO 2510108 $L
0-00 1gt11108 S LOM B watkins lJ-(]1 171108 Sue LOM Brall WoIIdns M Danckort 1-01 14-01-2009 _BColdWBII Brait Watkll16 Marcus Danckert 1-02 270412009 SuBlBMs 8enMcLean Lee Price
RTI Document No 2
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~__k 4_-_middot_ ~ CONSTRUCTION VEHICLE EMP SUB PLAN_shy
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 AVOID OR MINIMISE DISRUPTION TO LOCAL lRAFFIC MOVEMENTS 3
22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3
23 NOISE GENERATION AND AIR aUALllY MANAGEMENT 4 24 SAFETY 4
3 COORDINATOR GENERAL REPORT COMMITMENTS 6
4 ABBREVlAll0NS 9
5 REFERENCES 9
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--~ CONSTRUCTION VEHICLE EMP SUB PLAN
1 INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be resd in conjunction with the Construction Traffic EMP SUb-Pian (TJH-GL-PLNshyENQ006)
This document 11 be subject to periodic review snd updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporetes the measures as outlined below
2 COORDINATOR GENERALS CONDITIONS
21 Avoid or minimise disruption to local traffic movements
The haul routes nominated by TJH utilise the highest functional roed class where possible via the most direct route between origin and destination thus limiting exposure to the road network TJH will avoid corridors where reasonable and practicable where congestion currently exists such es the Alrporl Roundabout in peak periods eltemate routes have been nominated for this purpose The haulage routes heve been planned based on the use of arterial roads where possible
Tha CoG Reports reqUire TJH to avoid or minimise and mitigate disruption to local traffic movements generally and particularly during peak traffic periods including school drop off and pick up times Schools that may be impacted have been identified and included within the area CTMP These will be communicated to the haUlage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haUlage operations are identified as having an Impact on the operation of the roed network at that location
Spoil haulege trucks will be filled with GPS to enable real time management of trucks and traffic conditions to evoid traffic congestion particularly in peak times where reasonable and practicable and real time scheduling to avoid the use of local roads and queuing in proximity to residentiai premises schools or heelth care facilities particularly after 630pm
TJH will consult with pUblic event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH and will be forwarded to the haulage contractor where required
22 Proposed method of haulage vehicle fleet management
Real time management of haUlage vehicles will be undertaken by the use of GPS The loading equipment is also filled with load cells The weight of load truck number GPS location time of loading are all recorded as required for billing compliance checks or complaint invastlgatlon This real time management will allow for the avoidance of traffic congestion partiCUlarly in peak times while real time scheduling will allow avoidance of queuing and the use of local roads
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals lor several weeks after the event to augment the loadl unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins
TJH will undertake routine Inspections of the roads within and adjacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
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Spoil haulage vehicles will be fitted with GPS receivers that can verify a trucks location at any given time In the event of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verify a trucks pos~ion
TJH will supply the haulage subcontractor w~ vehicle identiflers Complaints will be discussed with the subcontractor and both the subcontractor and TJH will jointly wortlt to rectify identified issues Weekly meetings bmween the parties will be held
TJH has assessed the suitability of subcontractors as per OHampS Tri Safe Audit (Qld GoY self Insurance audit) and will continue to undertake this assessment during the course of spoil haulage operetions
23 Noise generation and air quality management
TJH will seek to avoid excessive noise generation from haulage vehicle operations and the generatJon of emissions and dust in and beyond Its wortltsltes The controls for minimising and mltlgatlng noise emission and dust Impacts are addressed within the relevant lJr Quality Noise and Vibration Operations Control Tables in each AEP and the relevant SEPs
Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take place on Sundays and public holidays
Construction activltles or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the ebove-the-surface works need to be conducted outside these days and hours Examples of such special circumstances includa
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
2 Wortlts involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation measures will be introduced where possible Measures may include the installation of sound attenuation structures
TJH and its subcontractors will maintain a modem fleet of spoil haulage vehicles compliant with thEi requirements of ADR 28101 in order to mitigate both noise and exhaust emissions In order to ensure compliance with ADR 28101 routine and preventative maintenance of vehicles will be undertaken Drivers will be Instructed to minimise the use of compression braking where ever possible Haulage vehicles will also be fitted with eirbag suspension and an automatic shut down device which activates after 5 minutes of idling This will ensure noise and exhaust emissions are minimised
24 Safety
TJHs subcontractor is required to report alllncldents and accldents In accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-QSc007) TJH will maintain a database of reported incldents Public traffic accldents on affected roads will be reported as perTJHs Safety and Health Management Plan (TJH-GL-PLN-OSc001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
TJHs subcontractor will maintain a Hazard Register Risk Analysis and Safe Operating Procedures
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The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
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~-~ CONSTRUCTION VEHICLE EMP SUB PLAN -~
Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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---~ CONSTRUCTION VEHICLE EMP SUB PLAN
Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
TJH-GLpLN-EN~OO)1~2 Page 6 of9
RTI Document No 9
RTI RELEASE
CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJl+Gl-PLN-EN-0006-2-02 Page 2 of 13 RTI Document No 12
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
TJH-GLmiddotPLNmiddotEN-Q01J62-a1 RTI Document No 15
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
TJH-GLmiddotPLNmiddotEN-0006-2middotQ2 Page7of13
RTI Document No 17
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--
~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
RTI Document No 18
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
RTI Document No 19
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
TJH-GL-PLN-EN-QOO6-2-02 Page 13 of 13 RTI Document No 23
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 AVOID OR MINIMISE DISRUPTION TO LOCAL lRAFFIC MOVEMENTS 3
22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3
23 NOISE GENERATION AND AIR aUALllY MANAGEMENT 4 24 SAFETY 4
3 COORDINATOR GENERAL REPORT COMMITMENTS 6
4 ABBREVlAll0NS 9
5 REFERENCES 9
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1 INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be resd in conjunction with the Construction Traffic EMP SUb-Pian (TJH-GL-PLNshyENQ006)
This document 11 be subject to periodic review snd updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporetes the measures as outlined below
2 COORDINATOR GENERALS CONDITIONS
21 Avoid or minimise disruption to local traffic movements
The haul routes nominated by TJH utilise the highest functional roed class where possible via the most direct route between origin and destination thus limiting exposure to the road network TJH will avoid corridors where reasonable and practicable where congestion currently exists such es the Alrporl Roundabout in peak periods eltemate routes have been nominated for this purpose The haulage routes heve been planned based on the use of arterial roads where possible
Tha CoG Reports reqUire TJH to avoid or minimise and mitigate disruption to local traffic movements generally and particularly during peak traffic periods including school drop off and pick up times Schools that may be impacted have been identified and included within the area CTMP These will be communicated to the haUlage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haUlage operations are identified as having an Impact on the operation of the roed network at that location
Spoil haulege trucks will be filled with GPS to enable real time management of trucks and traffic conditions to evoid traffic congestion particularly in peak times where reasonable and practicable and real time scheduling to avoid the use of local roads and queuing in proximity to residentiai premises schools or heelth care facilities particularly after 630pm
TJH will consult with pUblic event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH and will be forwarded to the haulage contractor where required
22 Proposed method of haulage vehicle fleet management
Real time management of haUlage vehicles will be undertaken by the use of GPS The loading equipment is also filled with load cells The weight of load truck number GPS location time of loading are all recorded as required for billing compliance checks or complaint invastlgatlon This real time management will allow for the avoidance of traffic congestion partiCUlarly in peak times while real time scheduling will allow avoidance of queuing and the use of local roads
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals lor several weeks after the event to augment the loadl unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins
TJH will undertake routine Inspections of the roads within and adjacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
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Spoil haulage vehicles will be fitted with GPS receivers that can verify a trucks location at any given time In the event of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verify a trucks pos~ion
TJH will supply the haulage subcontractor w~ vehicle identiflers Complaints will be discussed with the subcontractor and both the subcontractor and TJH will jointly wortlt to rectify identified issues Weekly meetings bmween the parties will be held
TJH has assessed the suitability of subcontractors as per OHampS Tri Safe Audit (Qld GoY self Insurance audit) and will continue to undertake this assessment during the course of spoil haulage operetions
23 Noise generation and air quality management
TJH will seek to avoid excessive noise generation from haulage vehicle operations and the generatJon of emissions and dust in and beyond Its wortltsltes The controls for minimising and mltlgatlng noise emission and dust Impacts are addressed within the relevant lJr Quality Noise and Vibration Operations Control Tables in each AEP and the relevant SEPs
Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take place on Sundays and public holidays
Construction activltles or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the ebove-the-surface works need to be conducted outside these days and hours Examples of such special circumstances includa
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
2 Wortlts involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation measures will be introduced where possible Measures may include the installation of sound attenuation structures
TJH and its subcontractors will maintain a modem fleet of spoil haulage vehicles compliant with thEi requirements of ADR 28101 in order to mitigate both noise and exhaust emissions In order to ensure compliance with ADR 28101 routine and preventative maintenance of vehicles will be undertaken Drivers will be Instructed to minimise the use of compression braking where ever possible Haulage vehicles will also be fitted with eirbag suspension and an automatic shut down device which activates after 5 minutes of idling This will ensure noise and exhaust emissions are minimised
24 Safety
TJHs subcontractor is required to report alllncldents and accldents In accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-QSc007) TJH will maintain a database of reported incldents Public traffic accldents on affected roads will be reported as perTJHs Safety and Health Management Plan (TJH-GL-PLN-OSc001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
TJHs subcontractor will maintain a Hazard Register Risk Analysis and Safe Operating Procedures
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The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
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Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
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4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
RTI Document No 37
RTI RELEASE
--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--~ CONSTRUCTION VEHICLE EMP SUB PLAN
1 INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be resd in conjunction with the Construction Traffic EMP SUb-Pian (TJH-GL-PLNshyENQ006)
This document 11 be subject to periodic review snd updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporetes the measures as outlined below
2 COORDINATOR GENERALS CONDITIONS
21 Avoid or minimise disruption to local traffic movements
The haul routes nominated by TJH utilise the highest functional roed class where possible via the most direct route between origin and destination thus limiting exposure to the road network TJH will avoid corridors where reasonable and practicable where congestion currently exists such es the Alrporl Roundabout in peak periods eltemate routes have been nominated for this purpose The haulage routes heve been planned based on the use of arterial roads where possible
Tha CoG Reports reqUire TJH to avoid or minimise and mitigate disruption to local traffic movements generally and particularly during peak traffic periods including school drop off and pick up times Schools that may be impacted have been identified and included within the area CTMP These will be communicated to the haUlage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haUlage operations are identified as having an Impact on the operation of the roed network at that location
Spoil haulege trucks will be filled with GPS to enable real time management of trucks and traffic conditions to evoid traffic congestion particularly in peak times where reasonable and practicable and real time scheduling to avoid the use of local roads and queuing in proximity to residentiai premises schools or heelth care facilities particularly after 630pm
TJH will consult with pUblic event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH and will be forwarded to the haulage contractor where required
22 Proposed method of haulage vehicle fleet management
Real time management of haUlage vehicles will be undertaken by the use of GPS The loading equipment is also filled with load cells The weight of load truck number GPS location time of loading are all recorded as required for billing compliance checks or complaint invastlgatlon This real time management will allow for the avoidance of traffic congestion partiCUlarly in peak times while real time scheduling will allow avoidance of queuing and the use of local roads
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals lor several weeks after the event to augment the loadl unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins
TJH will undertake routine Inspections of the roads within and adjacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
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Spoil haulage vehicles will be fitted with GPS receivers that can verify a trucks location at any given time In the event of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verify a trucks pos~ion
TJH will supply the haulage subcontractor w~ vehicle identiflers Complaints will be discussed with the subcontractor and both the subcontractor and TJH will jointly wortlt to rectify identified issues Weekly meetings bmween the parties will be held
TJH has assessed the suitability of subcontractors as per OHampS Tri Safe Audit (Qld GoY self Insurance audit) and will continue to undertake this assessment during the course of spoil haulage operetions
23 Noise generation and air quality management
TJH will seek to avoid excessive noise generation from haulage vehicle operations and the generatJon of emissions and dust in and beyond Its wortltsltes The controls for minimising and mltlgatlng noise emission and dust Impacts are addressed within the relevant lJr Quality Noise and Vibration Operations Control Tables in each AEP and the relevant SEPs
Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take place on Sundays and public holidays
Construction activltles or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the ebove-the-surface works need to be conducted outside these days and hours Examples of such special circumstances includa
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
2 Wortlts involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation measures will be introduced where possible Measures may include the installation of sound attenuation structures
TJH and its subcontractors will maintain a modem fleet of spoil haulage vehicles compliant with thEi requirements of ADR 28101 in order to mitigate both noise and exhaust emissions In order to ensure compliance with ADR 28101 routine and preventative maintenance of vehicles will be undertaken Drivers will be Instructed to minimise the use of compression braking where ever possible Haulage vehicles will also be fitted with eirbag suspension and an automatic shut down device which activates after 5 minutes of idling This will ensure noise and exhaust emissions are minimised
24 Safety
TJHs subcontractor is required to report alllncldents and accldents In accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-QSc007) TJH will maintain a database of reported incldents Public traffic accldents on affected roads will be reported as perTJHs Safety and Health Management Plan (TJH-GL-PLN-OSc001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
TJHs subcontractor will maintain a Hazard Register Risk Analysis and Safe Operating Procedures
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The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
TJH-GL-PLN-EN-OOOS-l-02 Page 6 019
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Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
22
CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Spoil haulage vehicles will be fitted with GPS receivers that can verify a trucks location at any given time In the event of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verify a trucks pos~ion
TJH will supply the haulage subcontractor w~ vehicle identiflers Complaints will be discussed with the subcontractor and both the subcontractor and TJH will jointly wortlt to rectify identified issues Weekly meetings bmween the parties will be held
TJH has assessed the suitability of subcontractors as per OHampS Tri Safe Audit (Qld GoY self Insurance audit) and will continue to undertake this assessment during the course of spoil haulage operetions
23 Noise generation and air quality management
TJH will seek to avoid excessive noise generation from haulage vehicle operations and the generatJon of emissions and dust in and beyond Its wortltsltes The controls for minimising and mltlgatlng noise emission and dust Impacts are addressed within the relevant lJr Quality Noise and Vibration Operations Control Tables in each AEP and the relevant SEPs
Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take place on Sundays and public holidays
Construction activltles or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the ebove-the-surface works need to be conducted outside these days and hours Examples of such special circumstances includa
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
2 Wortlts involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation measures will be introduced where possible Measures may include the installation of sound attenuation structures
TJH and its subcontractors will maintain a modem fleet of spoil haulage vehicles compliant with thEi requirements of ADR 28101 in order to mitigate both noise and exhaust emissions In order to ensure compliance with ADR 28101 routine and preventative maintenance of vehicles will be undertaken Drivers will be Instructed to minimise the use of compression braking where ever possible Haulage vehicles will also be fitted with eirbag suspension and an automatic shut down device which activates after 5 minutes of idling This will ensure noise and exhaust emissions are minimised
24 Safety
TJHs subcontractor is required to report alllncldents and accldents In accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-QSc007) TJH will maintain a database of reported incldents Public traffic accldents on affected roads will be reported as perTJHs Safety and Health Management Plan (TJH-GL-PLN-OSc001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
TJHs subcontractor will maintain a Hazard Register Risk Analysis and Safe Operating Procedures
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The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
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Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
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4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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CTMPCTCP WOOLOOWIN WORKSITE
placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--_~~ CONSTRUCTION VEHICLE EMP SUB PLAN
The transport and movement of heavy plant machinery and other equipment will be via the arteriaV district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consult with the affected residents
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
TJH-GL-PLN-EN-OOOS-l-02 Page 6 019
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~-~ CONSTRUCTION VEHICLE EMP SUB PLAN -~
Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
TJH-GL-PLN-EN-)OO5-1-02 Page7of9
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---~ CONSTRUCTION VEHICLE EMP SUB PLAN
Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
TJH-GLpLN-EN~OO)1~2 Page 6 of9
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
TJH-GLmiddotPLNmiddotEN-Q01J62-a1 RTI Document No 15
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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~ shy__shy CONSTRUCTION VEHICLE EMP SUB PLAN
3 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction vehicles on the Airport Link project is managed by TJH through a hierarchical system of EMP Sub-Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 1 provides a reference to show wIlere the requirements of each condition is met within these dowments
Table 1 Mapping of CoG Reports Conditions with the TJH Management Systlern
Condition no Condition TJH Management Syslem reference
CoG Report ampCoG Change Report Sch 3 Condition 5 (a)
Construct the Project in accordance with the Construction EMP the Construction Treffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan
Weekly hee inspections are col11lleted to ensure controls from the CEMP and EMP Sub-Plans are implemented
CoG Report ampCoG Change Report Sch 3 Condition 5 (d)
For spoil haulage the construction vehicle EMP Sub-Plan should include as a minimum the following
(I) the proposed method of haulage vehicle fleet management to
A avoid or minimise and mitigate disruption to local traffic movements generally and particularly durlng peak traffic periods including school drop-off and pick-up times
Section 21 of this plan
B avoid haulage vehicles queuing in proximity to residential premises schools or health care facilities
Section 21 of this plan
C avoid generation of dust in and beyond the worksites Section 23 of this plan
D minimise and mitigate potential impacts from vehicle emissions upon adjoining premises and sensitive places (as defined in Schedule 5 - from CoG Change Report) situated nearby construction worlksites
Section 23 of this plan
Construction Vehicle amp Construction Air Quality Operational Control Tables in AEPs
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Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
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Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
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--
TCC Spoil Sire
bull Eastern Spoil Site6
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RTI Document No 43
RTI RELEASE
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RTI Document No 44
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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~-~ CONSTRUCTION VEHICLE EMP SUB PLAN -~
Cond ition no Condition TJH ManagementSys18m reference
E avoid excessive noise from haulage vehicle operations within and at the immediate entries and exits of the wOrXsltes and
Section 23 of this plan
Construction Vehicle amp Noise amp Vibration Operational Control Tables in the AEPs
F any other measures necessary 10 minimise and mitigate the adverse environmental and community impacts of construction vehicle operations
Section 23 of this plan
Oil Specific measUI8ll for the spoil haulage fleet to
A only include vehicles and equipmen~ with consistent paytollds and bin sizes Section 22 of this plan
B minimise the emissions of both noise and exhaust emissions complying with ADR2801 and Section 23 of this plan
C avoid haUlage during peak traffic periods where reasonable and practicable including peak traffic periods associated with major events at the RNA Showgrounds Bowen Hills Section 21 of this plan
(iii) Spo haulage trucks to be fitted with measures 10 facilitate
A real time management of trucks and traffic conditions to avoid traffic congestion particularly in peak times and real time scheduling to avoid queuing and the use of local roads
Section 22 of this plan
B investigation of complaints and to assist with management of spol haulage fleet performance Section 22 of this plan
(iv) Spoil haulage fleet systems to address
A safety inclueing accident amp incident reporting and a Hazard Register Risk Analysis and Safe Operating Procedures
Section 24 of this plan
B routine and preventative vehicle maintenance and Section 23 of this plan
TJH-GL-PLN-EN-)OO5-1-02 Page7of9
RTI Document No 8
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---~ CONSTRUCTION VEHICLE EMP SUB PLAN
Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
TJH-GLpLN-EN~OO)1~2 Page 6 of9
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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---~ CONSTRUCTION VEHICLE EMP SUB PLAN
Condition no Condition TJH Management System reference
C OHampS Tri Safe Audit (Qld Govemment self insurance aUdit) to assess the suitability 01 operators Section 22 01 this plan
CoG Report amp CoG Change Report SCh 3 Condition 5 (e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be subject 10 periocic review and be updated to address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 01 this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Council or other relevant authorities and folowing consultation with residents in such roads
Section 24 ot this plan
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-EN-0006)
CoG Report amp CoG Change Report Soh 3 Condition 8 (b)
Prior to commencement of construction prepare and implement a Construction Air Quality EMP Sub-Plan incorporating measures thal wiD avoid or mitigate and manage the potential adverse environmental impacts ofdiminished air quality arising from construction activities inclUding but not limited to
(Ii) movement or queuing 01 consuuction vehicles with diesel-powered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 22 otthis plan
Construction Air Quality OperationalConuolTab~in
AEPs
Construction Traffic EMP Sub-Plan (TJH-GL-PLN-ENoOOO6)
SEPs
CoG Report amp CoG Change Report SCh 3 Condition 9 (g)
During construction engine noise tor on-road spoil haulage vehicles must be tested and maintained in accordance with Australian Design Rule 28101
Section 23 01 this plan
TJH-GLpLN-EN~OO)1~2 Page 6 of9
RTI Document No 9
RTI RELEASE
CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJl+Gl-PLN-EN-0006-2-02 Page 2 of 13 RTI Document No 12
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
TJH-GLmiddotPLNmiddotEN-Q01J62-a1 RTI Document No 15
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
TJH-GLmiddotPLNmiddotEN-0006-2middotQ2 Page7of13
RTI Document No 17
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
RTI Document No 19
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
TJH-GL-PLN-EN-QOO6-2-02 Page 13 of 13 RTI Document No 23
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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CTMPCTCP WOOLOOWIN WORKSITE
bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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CTMPCTCP WOOLOOWIN WORKSITE
Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION VEHICLE EMP SUB PLAN
4 ABBREV~~ONS
ADR Australian Design Rule
AEP TJHs Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and tha Coordinator Generals Change Report (July 2008)
CEMP TJHs Construction Environmental Plan
CTMP TJHs Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
SEP TJHs Site Environmental Plan
TJH Thiess John Holland
5 REFERENCES TJH-GL-MPR-OSQ007
TJH-GL-PLN-QSQOO1
TJH-GL-PLN-TMQOO1
TJH-GL-fLN-ENQOO6
Incident Management and Reporting
Safety and Healtih Management Plan
DampC Traffic Incident Response Plan
Construction Traflic EMP Sub-flan
TJH-GL-PLNmiddotEN-0005-1Q2 Page 901 9 RTI Document No 10
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
RTI Document No 11
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 43
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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A airoortlink northernbusway
windsor 10 lltedron airport rounaaboutupgrade
John HolIClnd
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Ddte RCVlclon Desctlptlon Prepare d fcvlcwcd Approved A-OD lD11D2008 Inlllmalnovtew DCox S Lewfo B-DO 25110108 I-al Review - pan required S Lewis 0-00 511108 For approval 5 Lewis B Watkins 1-00 171108 Forappmval SUe lewis Breit Walkins MIlItUamp Danckert 2-00 1+01-2009 Rsvlslon AmMlda Col_I Brett Wampkins Moral Danckert 2-01 1105109 lnduskgtn of reference to Community
Plan haulage route changes SUeLewi Ban Mclean Lao Price
2-02 3n06I09 Indusion of WooloowJn School Sue Lewis Ben Mdean Lee Price
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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---4l1li~
II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POlENTlALIMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEHICLE MOVEMENTS 5
14 ROAD USER SAFETY 5
15 COMMUNITY NOTIFICATION 6
16 MONITORING OF TRAFFIC FLOWS NEAR WORK AREAs 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIATIONS 11
4 REFERENCES 11
APPENDiCES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDIX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
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--
~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
22
CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared In accordance with the Coordinator Genenlls EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airllort Link Environmental Impact Statament and addresses the matters raised In these reports This document should be read in conjunction with the Construction Vehicle EMP SubmiddotPlan (TJH-GLmiddotPLNcNa005)
This document will be subject to periodic review and updated to address construction program requirements and conslrucUon sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to Its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporales the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports reqUire TJH to manage construction traffic and transport issues to avoid where practicable or minimise and mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined In City Plan 2000 (Transport and Traffic Faclltties Planning Scheme Policy and Planning Scheme Map 1 Area Clessifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated heulage routes to be used during the construction period Of the Airport Link Project Where tt is not possible to gain access from an arterial roadl motorway I suburban road dlstr1ct access roads have been used Local roads will only be used where there is no other practicable alternative available as nolad in the CoG Report
TJH win undertake routine inspections of the roads within and edJacent to the licensed construction area to ensure trucks are not queuing on the road near sensitive receptors particularly after 630pm
Spoil haulage vehicles will be fitted with GPS receivers that can verily a trucks location at any given time In the event Of TJH receiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks posttlon
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holland and City North Infrastructura prior to external distribution
Network road capacity and perfonmance
TJH will mitigate potential impacts on local end city wide trafllc fiows and public transport operations by maintaining the effective capacity Of affected roads and by Iimlling lane closures to off peak periods unless otherwtse approved by the relevant road euthority TJH will endeavour to provide traffic capacity equivalent to the traffic capacity Of the existing affected road nelwortlt delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken fur any intersection which is identified as potentially being adversely affected by the construction works Area CTMPs will analyse and Include details of the existing and forecast variations in traffic flow Including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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2
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the arterlaV district access road nalwork where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so Identified will seek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle access
Pedestrian and cycle access will be maintained at all times by providing separation belween wOfks sites and pedestrian cycle facilities In accordance with relevant standards and guidelines
Residential and business access
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore altemate access routes will be provided
Parking facilities
TJH will maintain existing on St par1(ing facilnies and limit wor1(force parking in local SIs by providing off road parking facilities or onsite parking where ever possible
Public events
In order to avoid disruption of scheduled major events and other malor projects TJH will coordinate with other major construction works such as Northem Busway end NSBT during the construction of Airport Link
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise hul vehicle Impacts during known events such as Brlsbene Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive communny receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access dUring haulage operations These are Included In Appendix B
Woowin Slllte School
TJH are currentiy liaising with WooIoowin Stete School regarding an alternative drop off zone during construction Details will be provided in further revisions of this plan once the detells have been agreed and finalised
12 Nominated Haulage Routes and TImes
Appendix A details TJHs nominated haulage routes from the various work sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night belween 630am Monday to 630pm Saturday with no haulage to take Pion Sundays and public holidays
Construction activities or wor1(s on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the abovthe-surface wor1(s need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arterial roads to avoid disruption to peak traffic flows (eg Inner cny Bypass Lutwyche Road Gymple Road East West Arterial)
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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2
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
TJH-GL-PLN-ENQ005-0-01 Page3of4 RTI Document No 26
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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2 Works Involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due 10 movement restrictions on public roads
The nominated haul routes uliise the highesl functional road class where possible via the most direct roule between origin and destinalion thus Iimiling exposure 10 lhe local road network
The CoG Reports specifically state that spoil haulage cannot be transported along the corridors on Albion Rd and Junction Rd These roads are nol included wilhin TJHs nominated roules
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of lhe work sites and the access egress arrangements Note that as the construction program changas this table will be updatad and this SUb Plan will be reiSSUed
Table 1 IndIcatIve Haulage Vehicles and AceeMl Egress
LocatIOn DUrltltlollS Movements Access Egress Per Day
Nov 08 to Jun 09 15 Jul 09 to Sept 09 50 Oct 09 10 APril 10 90
Truro Street May 10 10 Dec 10 105 Truro St LUlwyche
Jan 11to Feb 11 65
Mar 1110 May 11 20
Jan 09 to Jun 10 30 NUdgee Rd
Toombul Jul10 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgata Rd
May 09 to Aug 09 220
Bowen Hills Aug 0910 Apr 10 170 Fedaration St Bowen Hills
Apr 10 10 May 11 100
Apr 09- May 09 75
M~y 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rdl Kedron
Oct 09 shy July 10 150 Lutwyche Rd intersection
July 10-Aug 10 175
Sap 10 - May 12 230
Airport March 10-July 10 125
Roundabout July 10 - Dec 10 100 Galeway Molorway
Numbers based on 24 hour day
14 Road User Safety
Tha majority of accessl egress arrangements nominated above use existing trafflc signals or changed signal operations at a later stage Changed signal operations are detailed within tha relevanl Araa CTMP
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
TJH-GLmiddotPLNmiddotEN-0006-2middotQ2 Page7of13
RTI Document No 17
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--
~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
22
CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
RTI Document No 37
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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CTMPCTCP WOOLOOWIN WORKSITE
Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Shared pathways will be realigned where required or pennenent facilities construcled to facilitate the haulage operation
15 Community Notification
Community notification of the commencement of haulage operations will be undertaken via he Project website and letter drops Ie owners and occupants of premises adjacent 10 proposed haulage routes on local roads through residential aress
16 Monitoring of Traffic Flows near Work Areas
TJH will monRor traffic flows near wortlt arees during the haulage operation and implement traffic management measures where reqUired Traffic management measures may include Implementing short tenn lane closures or installation of treflic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarterly travel time surveys that provide infonnation about the effects of construction activities on traffic systems (including public transport operations)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
RTI Document No 19
RTI RELEASE
-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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2
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Unk Project is managed by TJH through a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Trallic Control Plans To demonstrata compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Unk Project Table 2 provides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management Systam Reference
CoG Report amp CoG Change Report Sch 2 Condition lt4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
Area CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition lt4 (a)
(ni) If the spoil conveyor terminates at a spon transfer station at Nudgee Rd Toombul then the predictive s1udles should also include an analysis oftrallic conditions along that section of NUdge Rd and the suitability of extt and entrance and 1uming arrangements for spoil1nJcks using the transfer station site
If the conveyor terminates in this ares predictive s1udies will be conducted prior to the conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condition 5 (a)
Cons1nJct the Project in accordance with the Construction EMP the Construction Trallic EMP SuD-Pian and the Construction Vehicle EMP SuD-Pian
Weekly Area Inspections are completed to ensure controls 1iom the CEMP and EMP SuD-Plans are implemented
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
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Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN-~
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (b)
Prior to oommencement of oonstruction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Ou1line EMP (Construction) and must address the city-wide and local implications of surface oonstruction worles for trallic flows public transport pedestrian and cyclist safely property access and parllting Construalion tratlic management measures may include the mitigation measures for tratlic and transport described in the Draft Ou1line EMP (Construction) in Chapter 19 of the EIS or other measures in accordance with Condition -4(d)O)
Section 11 of this plan and in the ATea CTMP
Condition 4(d)(i) is addressed in the Communily and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Soh 3 Condition 5 (c)
For spoil haulage the Construction Tratlic EMP Sub-Plan should include
(0 nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for oollection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays 10 630pm Saturdays but with no haulage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and runalional access to community facilities such as Emergency Services Complex Kedron Sta1e High School Wooloowin State School Kalinga Parle and 10 ensure pedestrian and cyclist safely and movemenlll on routes adjacen1 to oonstruction worksites particularly at IIIndsor LulWyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
ATeaCTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projec1ll (eg Northem Buaway Brisbane Airport New Runway NSBT Gateway Upgrade Projeal)
Section 11 of this plan
TJH-GL-PLN-EN~008-2~2 Page 8 of 13
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~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI RELEASE
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RTI Document No 42
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RTI Document No 43
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Condition No Condition TJH Management SystBm Reference
CoG Change Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes defined as
A Permilled only on Mwys and arterial roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to worksiles and spoil Plment sites to and from Mwys and arterial roads
Section 12 amp 16 and Figure Al of this plan
(i1) nominated houlS for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or pubUc holidays
Section 12 of this plan
(iii) measures to maintain safe and functional accees to community facilities such as Emergency Services Complex Kedron State High School WooIoowin Slate School (to include the provision during construction of an alternative drop off zone for Wooloowin State School1l1at is ssfe and adjacent to the School and east of Lutwyche Rd) Kslinga Parilt snd to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulariy at Windsor lutwyche I Kedron and C1ayfield
Section 11 and Appendix C of 1I11s plan
Area CTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brisbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
TJH-GL-PLN-euroN~006-2~2 Page 9 of 13
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
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(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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---4l1li~
II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 43
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
BC-TJH-QAM-eTMP01-DDC-QOOOOO-B-QO Page 10 of 24 RTI Document No 56
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-- --~ CONSTRUCTION TRAFFIC EMP SUB PLAN
Condition No Condition TJH Management SystBm Reference
CoG Report amp CoG Change Report Sch 3 Condition 5 (e)
The ConslJUctlon Traflic EMP Sutgt-P1an and the Construction Vehicle EMP SutgtshyPlan must be subject to periodic review and be updated to addre conslruction program requirements and conslructlon sequencing The Construction Traflic EMP Sub-Plan must be provided to Queenoland Transport Department of Main Roads and Brisbane City Council prior to its implementation
Section 10 of this plan
Construction Vehicle EMP Sub Plan (TJH-GL-PLN-EN-0005)
CoG Change Report Sch 3 Condition 5 (f)
The transport and movement of heavy plant machinery and other equipment must not occur on minor roads except where such transport or movement is in accordance with reillvant local laws or as otherNise approved by the Brisbane City Councilor oiher relevant authorities and following consultation with residents in such roeds
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-GLmiddotPLN-EN-0005)
CoG Report amp CoG Change Report Collection unloading and haulage ofspoilliom conslructlon sites may be Section 12 of this plan Soh 3 Condition 7 (b) underteken at any time of the day or night between 63Oam Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays OlherNise construction activities ror works on or above the surface and which generate excessive levels of noise vibration dust or construction traflic movements must only be undertaken between 6308m to 630pm Mondays to SalUFdays and at no time on Sundays or public holidays except fur speciel circumstances where the above-thlHlurface works should be conducted outBlde these days and hours Examples of such special circumstances include
(i) works on arteriel roads to avoid disruption to peak traflic flows (sg Inner City Bypass Lutwyche Rd Gympie Rd East West Arterial)
(i1) wom in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 CondKion 8 (b)
(ii) movement or queuing of construction vehicles with diesel1Xwered motors adjacent to sensitive activities such as residential schools child care centres hospitals
Section 11 of this plan
TJH-GL-PLN-EN-()006-2-02 Page 10 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
TJH-GL-PlN-EN-Q006-2-Q2 Page 3 of 13 RTI Document No 31
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
TJH-GL-PLN-EN-0006-2-02 Page 401 13 RTI Document No 32
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 42
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--
TCC Spoil Sire
bull Eastern Spoil Site6
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RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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3 ABBREV~nONS
ADR Auslralian Design Rule
AEP Area Environmental Plan
CoG Reports Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2006)
CTCP Conslruction Traffic Conlrol Plan
CTMP Conslruction Traffic Management P1en
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thless John Holland
4 REFERENCES TJH-GL-PLN-EN-Q005 Construction Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-J002 Community and Consultation Management Plan (DampC)
TJH-GL-PLN-EN-0006-2-02 Page 11 of13 RTI Document No 21
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-EN-0006-2~ Page 12 of 13 RTI Document No 22
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
TJH-GL-PLN-EN-QOO6-2-02 Page 13 of 13 RTI Document No 23
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
TJH-GLmiddotPLN-EN-0005-0-01 Page 2 of 4 RTI Document No 25
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--~
1
2
21
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22
CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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CONSTRUCTION VEHICLE EMP SUB PLAN
measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
RTI Document No 30
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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CTMPCTCP WOOLOOWIN WORKSITE
bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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CTMPCTCP WOOLOOWIN WORKSITE
Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--~ -----C-O-N-S-T-R-U-C-T-IO-N-T-RA-F-F-IC-E-~-P--=~=B=middot=~=LA=N=-APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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1
2
21
(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
RTI Document No 38
RTI RELEASE
CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Appendix B Identified Sensitive Community Receptors and Mitigation Measures
Work Area Receptor Mitigation MCi1surcs
Toombul
Aviation High School Pedestrian refuge island has been constructed to facilitate pedestrian movements
Kalinga Park Provide traffic control to assist pedestrians where necessary Construct alternate oaths
Kedron Emer~encv Services Comolex Nil imoact from haulaae ooerations Wooloowin School Nil Imoact from haulaoe operations Kedron School Nil imoact from haulaae ooerations
Bowen Hills Hosoitals Nil imoact from haulage operations Truro St YMCA NA
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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CONSTRUCTION VEHICLE EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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--~
1
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21
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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CONSTRUCTION VEHICLE EMP SUB PLAN
measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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CTMPCTCP WOOLOOWIN WORKSITE
Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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J airoortlink northernbusway
middot0 rc f(~ac)r
alrporl roundaboutupgrade
John Holklnd
(
Construction Vehicle EMP Sub Plan
TJH-GL-PLN-EN-0005
Rev Date RevIsIOn DescriptIOn Prcp3rcd Reviewed Approved A-OO 10102008 Internal review DCax S lewis B-OO 2511008 Internal Review shy responses requIred SLewis 0-00 511108 For approval S lewis B Waddns 0-01 1711108 For approval Sue lewis Brett Watkins Marcus DBnckert
RTI Document No 24
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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2
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(
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
RTI Document No 37
RTI RELEASE
--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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RTI RELEASE
CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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CTMPCTCP WOOLOOWIN WORKSITE
Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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CTMPCTCP WOOLOOWIN WORKSITE
placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Table of Contents
1 INTRODUCTION 3
2 COORDINATOR GENERALS CONDITIONS 3
21 Avolo OR MINIMISE OISRUPTION TO LOCAL TRAFFIC MOVEMENTS 3 22 PROPOSED METHOD OF HAULAGE VEHICLE FLEET MANAGEMENT 3 23 NOISE GENERATION AND AIR QUALITY MANAGEMENT 3 24 SAFETY 4
3 REFERENCES 4
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--~
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22
CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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CONSTRUCTION VEHICLE EMP SUB PLAN
measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION VEHICLE EMP SUB PLAN
INTRODUCTION This Construction Vehicle EMP Sub Plan is prepared in accordance with the Coordinator Generals Change Report and addresses the matters raised in that report This document should be read in conjunction w~h the Construction Traffic EMP Sub-Plan for each area where haulage operations will occur
This document will be subject to periodic review and updated to address construction program requirements and construction sequencing TJHs Area Managers are responsible for ensuring that all haUlage vehicle activity is planned and incorporates the measures as outlined below
COORDINATOR GENERALS CONDITIONS
Avoid or minimise disruption to local traffic movements
The CoG report requires TJH to minimise disruption to local traffic movements and particularly during peak traffic periods including school drop off and pick up times TJH have planned haulage routes based on the use of arterial roads where possible Schools along the individual routes have been identified and included within the Area Traffic EMP These will be communicated to the haulage subcontractor prior to the commencement of haulage operations Traffic modelling where required will be included within the relevant area CTMP where haulage operetions are identified as having an impact on the operation of the road networ1lt at that location
TJH will consult with public event organisers to minimise haul vehicle impacts during known events A listing of public events will be maintained by TJH
Proposed method of haulage vehicle fleet management
Real time management of haulage vehicles will be undertaken by the use of GPS and 2 way radio communications The loading equipment is also fitted w~h load cells and the weight of load truck number GPS location time of loading are all recorded to be downloaded as required for billing compliance checks or complaint investigation
Compliance data on all trucks locations speed route etc can be downloaded from record data banks at short time intervals for several weeks after the event to augment the load unload data which will be retained as part of the accounting records
TJH will use vehicles and equipment with consistent payloads and bins Queuing areas for spoil vehicles will be identified prior to the start of haulage operations remota from sensitive receptors This will be communicated to the drivers at each Pre-start meeting
TJH will supply tha haulage subcontractor with vehicle identifiers which include TJHs Commun~ Hotline number Complaints received through this number will be discussed with the subcontractor and both the subcontractor and TJH will jointly wor1lt to rectify identified issues Weekly meetings between the parties will be held
A wor1lting party consisting of representatives from TJHs Safety Treffic EnVironment Commun~y Transport and Logistics sections will meet regUlarly to idantify issues and solutions in support of refining TJHs fleet management objactives
TJH have assessed the su~bil~ of operators as per OHampS Tri Safe Aud~ (Qld GoY seff insurance audit) and will continue to undertake this assessment during the course of spoil haulage operations
Noise generation and air quality management
This topic is deall within the relevant Air Noise Vibration Operations Control Tables in each Area Environment Plan TJH will undertake noise mon~oring where applicable prior to and during haulage operations Where excessive noise is determined mitigation
23
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measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
RTI Document No 38
RTI RELEASE
CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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CTMPCTCP WOOLOOWIN WORKSITE
Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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CTMPCTCP WOOLOOWIN WORKSITE
placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION VEHICLE EMP SUB PLAN
measures will be introduced Measures may include the installation of sound attenuation structures
TJH will minimise the emissions of both noise and exhaust emissions by complying with ADR 28101 Routine and preventative maintenance of vehicles will be undertaken to ensure their compliance with the above
24 Safety
TJHs subcontractor is required to report all incidents and accidents in accordance with TJHs Incident Management and Reporting procedure (TJH-GL-MPR-OS-0007) TJH will maintain a database of reported incidents Public traffic accidents on Affected Roads will be reported as per TJHs Safety and Health Management Plan (TJH-GL-PLN-OS-0001) and TJHs DampC Traffic Incident Response Plan (TJH-GL-PLN-TM-0001)
The transport and movement of heavy plant machinery and other equipment will be via the arteriall district access road networ1lt where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will seek the relevant road authorities approval and consull wllh the residents on the identified roads
3 REFERENCES TJH-GL-MPR-OS-0007 Incident Management and Reporting
TJHmiddotGLmiddotPLN-OS-OOOl Safety and Heallh Management Plan
TJH-GL-PLN-TM-OOOl DampC Traffic Incident Response Plan
TJH-GL-PLN-EN-0005-0-01 Page 4 of4
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
RTI Document No 30
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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CTMPCTCP WOOLOOWIN WORKSITE
Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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oRECEIVED Office of the Director-General
- ~ AUG 2009
04 AUG2009
Ref 149107160209
BRiSCONNECTIONS smarter ways to move
Mr Colin Jensen Coordinator GeneralDirector General level 12 100 George St Brisbane Old 4000
Dear Mr Jensen
Re Construction Traffic EMP Sub Plan - Airport Link Project
We refer to our letter reference 141307160204 which relates to the above referenced matter
The Construction Traffic EMP Sub Plan sent under cover of our letter was missing Appendix A
In accordance with Schedule 3 Clause S(e) ofthe Coordinator-Generals Conditions as Issued in July 2008 please find attached the following complete documentation for your information
Should you have any queries in relation to this document please contact Sue lewis from Thiess John Holland on 3170 1000
Chartes MacDonald General Manager Construction
CC David Lynch at North InfrastnJClure Gordon Ralph Thiess John Holland Paul Cotton Brtsbane Oty Council Miles Voss OLD Department ofTransport amp Main Roads
BrisConnectioo5 Operations Pt)t Limited ABN 69118 615 547Page 1 011
BrlsConneetlons Nominee Company Pty Limited ABN4312S61S814
1 Gvmple Road llteOron OLD 4031
(PO BOX 412 Wtwvcte QLD 403CJ RTI Document No 28
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
RTI Document No 29
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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---4l1li~
II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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RTI RELEASE
--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 41
RTI RELEASE
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RTI Document No 42
RTI RELEASE
--
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RTI Document No 43
RTI RELEASE
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RTI Document No 44
RTI RELEASE
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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John HollcmcJ
Construction Traffic EMP Sub Plan
TJH-GL-PLN-EN-0006
Rev Date RevISIOn DcscrI[1tlon Prcplrccl RlOvlewed Approved M)O 1011012008 Intemal review
Internal Review responses required For approval For approval Revision Indusian of reference to Corrvnunity Plan hBIJlaga route changeo
DCox S Lewis 8-00 2510108 S Lewis lHlO 511108 S lewis B Watkins 1-00 1711108 Sue lewis Brett Watkins Marcus Oanckert 2-00 14-01-2009 AmandaCoJdoMln Brett Watkins Marcus Oanckert 2-01 11105109 Sue Lewis Ben Mliean lse Price
2-02 30I06I09 Inclu5ion of Wooloowin School Sue Lewis Ben Mdean Laa PrtcB
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Table of Contents
1 INTRODUCTION 3
11 MINIMISE POTENTIAL IMPACTS 3
12 NOMINATED HAULAGE ROUTES AND TIMES 4
13 HAULAGE VEH ICLE MOVEMENTS 5 14 ROAD USER SAFETY 5 15 COMMUNITY NOTIFICATION 6 16 MoNITORING OF TRAFFIC FLOWS NEAR WORK AREAS 6
2 COORDINATOR GENERAL REPORT COMMITMENTS 7
3 ABBREVIA110NS 11
4 REFERENCES 11
APPENDICES 12
APPENDIX A NOMINATED HAULAGE ROUTES 12
APPENDlX B IDENTIFIED SENSITIVE COMMUNITY RECEPTORS AND MITIGATION MEASURES 13
TJH-GL-PLN-EN-)OO6-2-)2 Pogo 2 of13
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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---4l1li~
II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
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0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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~ CON8TRCOON TRAFFIC E~--~
1 INTRODUCTION
This Construction Traffic EMP Sub Plan is prepared in accordance with the Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 2008) and Chapter 19 of the Airport Link Environmental Impact Statement and addresses the matters raised in these reports This document should be read in conjunction with the Construction Vehicle EMP Sub-Plan (TJH-GL-PLN-EN-0005)
This document will be sUbject to periodic review and updated to address construction program requirements and construction sequencing It will be provided to Queensland Transport Department of Main Roads and Brisbane City Council prior to its implementation TJHs Area Managers are responsible for ensuring that all haulage vehicle activity is planned and incorporates the measures as outlined below
11 Minimise Potential Impacts
Haulage routes
The EIS and CoG Reports require TJH to manage construction traffic and transport issues to evoid where precliCable or minimise end mitigate potential impacts on the community and operation of the road network The CoG Change Report specifically requires the use of nominated haulage routes with the routes contained to Motorways arterial roads and suburban routes as defined in City Plan 2000 (Transport and Traffic Facilities Pianning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
Spoil
Appendix A shows the nominated haulage routes to be used during the construction period of the Airport Unk Project Where it is not possible to gain access from an arterial roadl motorway I suburban road district access roads have been used Local roads will only be used where there is no other practicable alternative available as noted in the CoG Report
TJH will undertake routine inspections of the roads within and adjacent to the licensed construction area kgt ensure trucks are not queuing on the road near sensitive receptors particularly alter 630pm
Spoil haulage vehicles will be filled with GPS receivers that can verify a trucks location at any given time In the event of TJH raceiving complaints regarding trucks queuing on the road TJH will be able to review GPS data and verily a trucks position
Community notification of owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas will be undertaken
All notifications are subject to approval from Thiess John Holand and City North Infrastructure prior to external distribution
Network road capacity and performance
TJH will mitigate potential impacts on local and city wide traffic flows and public transport operations by maintaining the effective capacity of affected roads and by limiting lane closures to off peak periods unless otherwise approved by the relevant road authority TJH will endeavour to provide trsffic capacity equivalent to the traffic capacity of the existing affected road network delivering equivalent levels of service safety and delays
Detailed intersection analysis will be undertaken for any intarsection which is identified as potentially being adversely affected by the construction worKs Area CTMPs will analyse and include details of the existing and forecast variations in traffic flow including additional traffic generated by construction activities and haulage operations
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 43
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Transport and logistics
The transport and movement of heavy plant machinery and other equipment will be via the ar1eriall district access road network where practicable In the event of transport movements via local roads TJH will ascertain whether any local laws restrict the use of these roads and if so identified will saek the relevant road authorities approval and consult with the residents on the identified roads
Pedestrian and cycle accees
Pedestrian and cycle access will be maintained at all times by providing separation between wortlts sites and pedestrian I cycle facilities in accordance with relevant standards and guidelines
Residential and business aCC8SS
Residential and business access will be maintained Access routes from arterial roads to local roads will not be possible during local road closures required to construct the project works at locations therefore alternate access routes will be provided
Parking facilities
TJH will maintain existing on St parking acilities and limit worlltforea partlting in local Sts by prOViding off road partlting facilities or onslte parking where ever possible
Public evanla
In order to avoid disruption ofscheduled major events and other major projects TJH will coordinate with othar major construction works such as Northem Busway and NSBT during the construction of Airport Unk
A listing of public events will be maintained by TJH TJH will consult with public event organisers to minimise haul vehicle Impacts during known events such as Brisbane Exhibition at Brisbane Showgrounds
Sensitive receptors
Sensitive community receptors have been identified TJH has nominated mitigation measures to achieve safe and functional access during haulage operations These are included in Appendix B
Wooloowin State School
TJH are currentiy liaising with Wooioowin State School regarding an aiternative drop off zone during construction Details will be provided in further revisions of this plan once the details have been agreed and finalised
12 Nominated Haulage Routes and Times
Appendix A details TJHs nominated haulage routes from the various wortlt sites Collection unloading and haulage of spoil from construction sites shall be undertaken at any time of the day or night between 630am Monday to 630pm Saturday with no haulage to take PI on Sundays and public holidays
Construction activities or works on or above the surface shall only be undertaken during the day between 630am and 630pm Monday to Saturday and at no time on Sundays or public holidays except for special circumstances where the above-tha-surface works need to be conducted outside these days and hours Examples of such special circumstances include
1 Works on arteriai roads to avoid disruption to peak traffic flows (eg Inner City Bypass Lutwyche Road Gympie Road East West Arterial)
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 42
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RTI Document No 43
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RTI Document No 44
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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2 Works involving and transport of large pre-fabricated components (eg bridge works)
3 Transport and movement of heavy plant machinery and other equipment due to movement restrictions on public roads
The nominated haul routes utilise the highest functional road class where possible via the most direct route between origin and destination thus limiting exposure to the local road network
The CoG Reports specifically slate that spoil haulage cannot be lransported along the corridors on Albion Rd and Junction Rd These roads are not included within TJHs nominated routes
13 Haulage Vehicle Movements
Table 1 provides an indication of haulage vehicle movements per day from each of the work sites and the access egress arrangements Note that as the construction program changes this lable will be updated and this Sub Plan will be reissued
Table 1 Indicative Haulage Vehicles and Access Egress
LocatIOn Durations Movements Access E~Jros$
Pel DdY~
Nov 08 to Jun 09 15 Jul 09 to Seot 09 50 Oct 09 to ADril 10 90
Truro Street May 10 to Dec 10 105 Truro St Lutwyche Jan 11 to Fab 11 65
Mar 11 to May 11 20
Jan 09 to Jun 10 30 NudgeeRd
Toombul Jull0 Mar 11 200 East West Arterial
April 11 May 11 30 Sandgate Rd
May 09 to Aug 09 220
Bowen Hills Aug 09 to Apr 10 170 Federation St Bowen Hills
Apr 10 to May 11 100
Apr 09- May Og 75
May 09 -July 09 125
July 09 - Oct 09 190 Kedron Park Rd Kedron
Oct OS-July 10 150 Lutwyche Rd Intersection
July 10-Aug 10 175
Sep 10 shy May 12 230
Airport March10Ju1y10 125
Roundabout July 10 - Dec 10 100 Gateway Motorway
Numbers based on 24 hour day
14 Road User Safety
The majority of access egress arrangements nominated above use existing traffic signals or changed signal operations at a later stage Changed signal operations are detailed within the reievant Area CTMP
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Shared pathways will be realigned where required or permanent facifities constructed to facilitate the haulage operation
15 Community NotificatIon
Community notification of the commencement of haulage operations will be undertaken via the Project website and letter drops to owners and occupants of premises adjacent to proposed haulage routes on local roads through residential areas
16 Monitoring of Traffic Flows near Work Areas
TJH wiU monllor traffic flows near work areas during the haulage operation and implement traffic management measures where reqUired Tralfic management measures may include implementing short term lane closures or installation of traffic control devices The latter will be included within the relevant area CTCP
TJH will monitor the effectiveness of the CTMPs in respect to traffic impacts TJH will report to the TMCLG the results of the quarer1y travel time surveys that provide infonnation about the effects of construction activities on trafflc systems (including public transport operations)
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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II~~ CONSTRUCTION TRAFFIC EMP SUB PLAN
2 COORDINATOR GENERAL REPORT COMMITMENTS The management of construction traffic on the Airport Link Project is managed by TJH lhrough a hierarchical system of EMP Sub-Plans Construction Traffic Management Plans and Construction Traffic Control Plans To demonstrate compliance with the Coordinator Generals EIS Evaluation Report (May 2007) and Change Report (July 2008) for the Airport Link Project Table 2 prOVides a reference to show where the requirements of each condition is met within these documents
Table 2 Mapping of CoG Reports Conditions with the TJH Management System
Condition No Condition TJH Management System Reference
CoG Report amp CoG Change Report Sch 2 Condition 4 (a)
Any road closures required must follow the procedure set out in the relevant legislation
vea CTCP and through the Design
CoG Change Report Sch 3 Condition 1 (a)
(v) Early notification of owners and occupants of premises adjacentto proposed haUlage routes on local roads through residential areas
Section 15 of this plan
CoG Change Report Sch 3 Condition 4 (a)
(iji) If the spoil conveyor terminates at a spoil transfer station at Nudgee Rd Toombul then the predictiVe studies should also include an analysis of traffic conditions along that section of Nudge Rd and the SUitability of exit and entrance and turning alTangements for spoil trucks using the transfer station site
If lhe conveyor tenninates in this area predictive studies will be conducted prior to lhe conveyor being commissioned
CoG Report amp CoG Change Report Sch 3 Condttion 5 (a)
Construct the Project in accordance with the Construction EMP lhe Construction Traffic EMP SUb-Pian and the Construction Vehicle EMP Sub-Plan
Weekly Area Inspections are completed to ensure controls from the CEMP and EMP Sub-Plans are implemented
TJH-GL-PLN-EN-0006-2-01 Page7of13
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--~__ ~t CONSTRUCTION TRAFFIC EMP SUB PLAN -shyCondition No Condition TJH Management
System Rerrence
CoG Report amp CoG Change Report Sch 3 Cond~ion 5 (b)
Prior to commencement of construction a Construction Traffic EMP Sub-Plan must be prepared to implement measures that avoid where practicable or minimise and mitigate traffic problems arising during the construction phase Such measures must achieve the environmental objectives and performance criteria set out in the EIS Chapter 19 Draft Outline EMP (Construction) and must address the cily-wide and local implicatlons of surface construction worf(s for traffic nows pubic transport pedestrian and cyclist safety property access and parking Construction traffic management measures may include the mitigation measures for traffic and transport described in the Draft Outline EMP (Construction) in Chapter 19 of the EIS or other measures In acccrdance with Condftion 4(d)(Q
Section 11 of this plan and in the Area CTMP
Condition 4(d)(Q is addressed in the Community and Consultation Management Plan (DampC) TJH-GL-PLNshyCY-0002 Individual Construction Method Statements and the AEP
CoG Report Sch 3 Condition 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(i) nominated haulage routes which as far as is reasonable and practicable rely upon arterial roads and minimise the use of minor roads with no spoil being hauled along Junction Rd ClayfieJd or Albion Rd Lulwyche or Albion Rd Albion
Section 12 amp 16 and Figure Al of this plan
(ii) nominated hours for collection unloading and haulage of spoil from construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haulage on Sundays or public holidays
Seellon 12 of th Is plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particularly at IMndsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
AreaCTMP
(iv) measures for avoiding disruption of scheduled major events (eg Brisbane Exhibition at Bowen Hills) and tD coordinate with scheduled major construction works on other major projects (eo Northem Busway Brisbane Airport New Runway NSBT Gateway ~orade Project)
Seellon 11 of this plan
TJH-GL-PLN-EN-0006-2-01 Page 8 of 13
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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- ll ~bull__ i CONSTRUCTION TRAFFIC EMP SUB PLAN _
Condition No Condition TJH Management System Reference
CoG Change Report Sch 3 Condnion 5 (c)
For spoil haulage the Construction Traffic EMP Sub-Plan should include
(0 nominated haulage routes defined as
A Permitted only on Mwys and artertal roads and suburban routes as defined in City Plan 2000 (transport and Traffic Facilities Planning Scheme Policy and Planning Scheme Map 1 Area Classifications and Proposed Road Hierarchy to 2011)
B No spoil being hauled along Junction Rd Clayfield or Albion Rd Lutwyche or Albion Rd Albion
C On other roads only where necessary for the most direct access to wor1ltsites and spoil Plment sites to and from Mwys and artertal roads
Section 12 amp 16 and Figure A1 of this plan
(ii) nominated hours for collection unloading and haulage of spoP trom construction sites which may be undertaken at any time between 630am Mondays to 630pm Saturdays but with no haUlage on Sundays or public holidays
Section 12 of this plan
(iii) measures to maintain safe and functional access to community facilities such as Emergency Services Complex Kedron State High School Wooloowin State School (to include the provision during conslruction of an altemative drop off zone for Wooloowin State School that is safe and adjacent to the School and east of Lutwyche Rd) Kalinga Park and to ensure pedestrian and cyclist safety and movements on routes adjacent to construction worksites particulany at Windsor Lutwyche I Kedron and Clayfield
Section 11 and Appendix C of this plan
Area CTMP
(Iv) measures for avoiding disruption of scheduled major events (eg Brtsbane Exhibition at Bowen Hills) and to coordinate with scheduled major construction works on other major projects (eg Northern Busway Brtsbane Airport New Runway NSBT Gateway Upgrade Project)
Section 11 of this plan
Page 9 of 13TJH-GL-PLN-EN-0006-2-01
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
TJH-GL-PLN-ENoOOO6-2-)1 Page 12 of 13 RTI Document No 40
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--~ CONSTRUCTION TRAFFIC EMP SUB PLAN --shyCondition No Condition TJH Magem8l1t
Sys18m Reference
CoG Report amp CoG Change Report Sch 3 Condition 5(e)
The Construction Traffic EMP Sub-Plan and the Construction Vehicle EMP Sub-Plan must be 81Jbject ID periodic review IFld be updated ID address construction program requirements and construction sequencing The Construction Traffic EMP Sub-Plan must be provided ID Queensland Transport Department of Main Roads and Brisbane City CounCil prior to its Implementstion
Section 10 of this plan
Conetruction Vehicle EMP Sub Plan (TJH-GlmiddotPlN-EN-0005)
CoG Change Report Sch 3 Condition 5 (I)
The transport and movement of heavy plant machinery snd other eqUipment must not occur on minor roads except where such transport or movement is in accordance with relevant local laws or as otherwise approved by the Brisbane City Councilor other relevant authorities and Iollowing consultation with residenls in such roads
Section 11 of this plan
Construction Vehicle EMP Sub Plan (TJH-Gl-PlNmiddotENmiddotOO05)
CoG Report ampCoG Change Report Collection unloading and haulage of spoil from construction sites may be Section 12 of this plan Sch 3 Condition 7 (b) undertaken at any time of the day or night between 630am Mondays to 630pm
Saturdays but with no haulage on Sundays or public holidays Otherwise conetruction activities lor works on or above the surface and which generate excessive levels of noise vibration dust or construction traffic movements must only be undertaken between 630am to 630pm Mondays 10 Saturdays and at no time on Sundays or pubtic holidays except lor special circumstances where the above-the-surface works should be conducted outside these days and hours Examples of such special circumslllnces include
(i) works on arterial roads to avoid dsruption to peak traffic flllWll (eg Inner Cily Bypass Lutwyche Rd Gympie Rd EastWasl Arterial)
(ii) works in rail corridors and
(iii) works involving and transport of large pre-fabricated components (eg bridge works)
CoG Report amp CoG Change Report Sch 3 Condition 8 (b)
(Ii) movement or queuing of construction vehicles with diesel-powered moters adjacent 10 sensitive aclMties such as residential schools child care centres hospitals
Section 11 of this plan
TJH-Gl-PlN-EN-0006-2~ Page 10 of 13
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RTI RELEASE
CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 41
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RTI Document No 42
RTI RELEASE
--
TCC Spoil Sire
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~ lt~f~VIfM1- ~yenl~~ pT_ Dohes Rock Road jr Spoil Site raquor_ ~ ~====
i~f(~~ld Hills
shy Spoil SI --1 bull
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Loam Sbeet Spoil f-~~-- Site r i
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l Sites I ~r~ (-~( ~w~r~~~~~~
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bull 8C-Ta+oGLC1WII-DItCM1DDaDshy
RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRucnON TRAFFIC EMP SUB PLAN
3 ABBREVIATIONS
ADR Australian Design Rule
AEP Area Environmental Plan
CoGRepolts Coordinator Generals EIS Evaluation Report (May 2007) and the Coordinator Generals Change Report (July 200B)
CTCP Construction Traffic Control Plan
CTMP Construction Traffic Management Plan
EIS Environmental Impact Statement
GPS Global Positioning System
TJH Thiess John Holland
4 REFERENCES
TJH-GL-PLNmiddotEN-0005 Construc~on Vehicle EMP Sub-Plan
TJH-GL-PLN-CV-0002 Community and Consultation Management Plan (DampC)
TJH-GL-PlN-EN-0006-2-1l1 Page 11 of 13
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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CTMPCTCP WOOLOOWIN WORKSITE
2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION TRAFFIC EMP SUB PLAN
APPENDICES
Appendix A Nominated Haulage Routes
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RTI Document No 45
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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tl~~
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RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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--
TCC Spoil Sire
bull Eastern Spoil Site6
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RTI Document No 43
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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TCC Spoil Sire
bull Eastern Spoil Site6
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RTI Document No 43
RTI RELEASE
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RTI Document No 44
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
TJH-GL-PLN-EN-1l006-2-1l1 Page 13 of 13 RTI Document No 46
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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CTMPCTCP WOOLOOWIN WORKSITE
Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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RTI Document No 44
RTI RELEASE
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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i bull~
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RTI Document No 45
RTI RELEASE
CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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CONSTRUCTION TRAFFIC EMP SUB PLAN
Appendix B Identified Sensitive Community Receptors and Mitigation Measures
WOf k Arc l R~ce ptor MitigatIOn MCClsurcs
Pedestrian refuge island has been constructed Aviation High School to facilitate pedestrian movements
Toombul Provide traffic control to assist pedestrians Kallnga Peril where necessary
Construct alternate Dallls Ememencv Services Comolex Nil imoact from haulace ooerations
Kedron Wooloowin School Nil imoact from haulaoe oDerations Kedron School Nil impact from haulage operations
Bowen Hills Nil imoact from haulaoe ooerations Truro SI
Hosoitals YMCA NA
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
RTI Document No 47
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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r)S airoortlink northernbusway
wfldsor to kedron airport roUlldaboutupgrade
John Holland
CONSTRUCTION TRAFFIC MANAGEMENT SUB-PLAN I CONTROL PLAN
WOOLOOWIN WORKSITE
SC-TJH-OAM-CTMP01-DOC-OOOOOO-S-OO
Rev Ddte r~cv fL Pesd ptlon PrrIJvcd Rchwed Approved for lssu(
AOO 071012009 Released for intamal review DCox 8 Mclean S Lewis BOO 121102009 Submitted for external review DCox 8 McLean 5 Lewis
Applovals Agreement
AuthoritylStakehDlder Officer Date and DDcument
Main Roads Mark Plckmere
Brisbane City Council Peter Keyes
Road Safety AUditor Raj Mulhusamy
Translink Jurgen Pasieczny
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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k -shyco CTMPCTCP WOOLOOWIN WORKSITE
1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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l= ~1lII cot CTMPCTCP WOOLOOWIN WORKSITE
3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Table of Contents
1 INTRODUCTION 4
2 REFERENCES 5
J EXISTING TRAFFIC CONDITIONSbull6
4 PROPOSED TRAFFIC ARRANGEMENTS 7
41 MINIMUM TRAFFIC REQUIREMENTS 7
42 WORKER AND ROAD USER SAFETy 7
43 MONITORING 8
44 COLLECTION OF DATA 8 45 MODELLING 8
46 WOOLOOWIN WORK SITE 8 461 WORKS REQUiRED 8 462 CONSTRUCTABILITY ISSUES 9 463 OPERATING CONDITIONS 9 464 IMPACT ON TRAFFIC FLOWS 10 465 IMPACT ON PUBLIC TRANSPORT OPERATIONS 11 466 IMPACT ON PEDESTRIANS AND CYCLISTS 11 467 ACCESS FOR LOCAL BUSINESSES AND PROPERTY OWNERS 12 468 CTCP IDENTIFIED WORKS 12 47 WOOLOOWIN WORKSITE - LONG TERM SETUP 12 471 TRAFFIC CONTROL DEVICES 12 472 TRAFFIC SIGNAL MODIFICATIONS 13 473 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 13 474 DRAINAGE PROViSiONS 13 475 LIGHTING PROViSiONS 13 476 PARKING PROViSiONS 13 477 CONSTRUCTION SITE ACCESSIEGRESS 13 478 PUP ACCESS 13 479 IMPLEMENTATION AND TIMING OF LONG TERM SETUP 13
48 KEDRON STATE HIGH SCHOOL CHILDRENS CROSSING - LONG TERM SET UP 15
481 TRAFFIC CONTROL DEViCES 15 482 TRAFFIC SIGNAL MODIFiCATIONS 15 483 VERTICAL AND HORIZONTAL GEOMETRY OF AFFECTED ROADS 15 484 DRAINAGE PROVISIONS 15 485 LIGHTING PROViSiONS 15 486 PARKING PROVISIONS 15 487 CONSTRUCTION SITE AcCESsEGRESS 15 488 PUP ACCESS 15 489 IMPLEMENTATIDN AND TIMING OF LONG TERM SETUP 16 49 SHORT TERM TRAFFIC MANAGEMENT 16
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~ CTMPCTCP WOOLOOWIN WORKSITE ~-
491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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491 TRAFFIC CONTROL DEViCESbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 492 IMPACT ON TRAFFIC FLOWSbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull 16 493 TIMES FOR LANE CLOSURES bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull bullbull 17 494 RISK ASSESSMENT - OPERATION OF CTCP 18 495 ROAD SAFETY AUDITS 18 496 COMMUNICATION STRATEGy 18 497 TRAFFIC MANAGEMENT BULLETIN 18 498 INCIDENT MANAGEMENT AND REPORTING 19
5 OTHER CONSIDERATIONS 20
511 DAILY TRAFFIC GENERATED BY CONSTRUCTION ACTiViTIES 20 512 HEAVY VEHICLE ROUTES 20 513 INCIDENT AND CRASH CONTINGENCY PLANS 20 514 QPS AND EMERGENCY SERVICES 21 515 ExTERNAL EVENTS 21 516 SITE ACCESS AND PARKING FOR PERSONNEL AND CONSTRUCTION TRAFFIC 21 517 MAINTENANCE OF RELEVANT ENVIRONMENTAL CONDITIONS 21 518 IMPACT ON ROAD STRUCTURES 21
6 APPENDIX A - CTMPCTCP DRAWINGS 22
7 APPENDIX B - SIDRA ANALYSIS 23
8 APPENDIX C - TRAFFIC VOLUMES 24
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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1 INTRODUCTION The primary objective of the Construction Traffic Management Plan (CTMP) that has been prepared and submitted to the relevant authorities is to provide a safe road networlt for all road users and comply with Section 49 (Minimum Traffic Requirements) Annexure 2 shyPart 1 of the Project Deed The CTMP is the overarching document from which Construction Traffic Control Plans (CTCP) are prepared
This document details the traffic management required for the site establishment and operation of the Wooloowin Worksite The site is bounded by Rose Street (Arterial Road) Parlt Road and Kent Roads (Local Streets) and is located on a vacant block of land owned by DTMR
The site will be operational for approximately 29 months with a shaft and access passage from the base of the shaft to access the mainline tunnels The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials The Wooloowin Worksite will facilitate construction of the cavems associated with the Kedron Ramps and the civil mechanical and electrical fit out of the tunnel after excavation is complete
At the completion of the works the site will be fully remediated and restored to the benefit of the community for a use that is yet to be determined
Traffic analysis and modelling to analyse the traffic impact of truck movements associated with delivery and haulage operations on the three signalised intersections on Rose Street I Junction Road has been undertaken and provided in this report
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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2 REFERENCES This CTMP has been prepared with reference to the following documents
bull Department of Main Roads Road Planning and Design Manual (RPDM)
bull Department of Main Roads Manual of Uniform Traffic Control Devices 2007 (MUTCD)
bull Department of Main Roads Traffic and Road Use Management Manual
bull Brisbane City Council Standard Road Drawings
bull Coordinators Generals Change Report Wooloowin Worksite Modification June 2009
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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3 EXISTING TRAFFIC CONDITIONS The Wooloowin Worksite is bounded by
(i) Rose Street - State controlled arterial route (State Route 20)
(ii) Kent Road - BCC controlled district access route
(iii) Park Road (North of Rose Street) - BCC controlled local road
(iv) Park Road (South of Rose Street) shy
Traffic Lanes
Park Road to Kent Road
2 lanes in each direction at the signalised intersection with Kent Road 1 lane in each direction approximately 40m west of the intersection with Kent Road Lane vidths varying from 35-55m in vidth
A pedestrian refuge island is located at the intersection of Park Road Concrete medians are located on all legs of the signalised intersection of Kent Road
Footpaths exist on both sides of Rose Street and are 1m wide
1 lane in each direction with a parking shoulder and bicycle route on both Rose Street to northern sides Total road with is 132 m with traffic lane width approximately 35m end of site wide Footpaths exist on both sides of Rose Street and approximately
1m wide
Rose Street to northern 1 6m lane in each direction A 1m wide footpath on the western side of end of site Park Road only
Spoolf Limit 60 kmhr speed limit along Rose St and Kent Rd Park Road between Rose Street and further north is a 50 kmlhr zone
Traffic Volumes Rose Street at Kent Road intersection (STREAM data May 2009)
AM Peak 427vehh westbound 399vehh eastbound
PM Peak 477vehlh westbound 427vehlh eastbound
AM Peak 142vehh northbound 266vehh southbound
PM Peak 196vehh northbound 106vehh southbound
Abutting Development Land around the Rose Street worksite is predominantly low density residential Immediately south of Rose Street on Kent Road commercial premises exist
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
BC-TJH-)AM-CTMP01-DOC-OOOOOO-B-)O Page 8 of 24 RTI Document No 54
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Public Transport Bus services on Routes 320 and 321 operate through the intersection of Kent Road and Rose Street These bus services operate at greater frequencies in the peak direction TransLink timetables show that bus services operate every 20 minutes in the peak direction and every 30 minutes outside of peak periods
PedestrlansJ Cyclists Pedestrian footpaths exist along both sides of Rose Street between Parilt Road and Kent Street along the eastern side of Park road north of Rose Street and along both sides of Kent Road A signalised pedestrian crossings exists at the intersection of Rose Street and Kent Road with crossings located on all legs olthe intersection A pedestrian refuge island is located at the intersection of Rose Street and Park Road
Cycle lanes exist along both sides of Kent Road between Lodge Road and Kedron Park Road
4 PROPOSED TRAFFIC ARRANGEMENTS
41 Minimum Traffic Requirements
Annexure 2 - Part 1 of the Project Deed identifies a number of minimum traffic requirements which must be satisfied by this CTMP
The phases proposed within this CTMP comply with each of the minimum reqUirements as specified in section 49 of the Annexure The design speed of any temporary works identified within this CTMP which are applicable to connectionsroad identified in sections 49(b) to 49(d) will be no less than that of the existing roadconnection
42 Worker and Road User Safety
This CTMP has been developed with the safety of the road user at the forefront of its design All devices signs temporary infrastructure and temporary lighting will be designed manufactured installed and maintained in accordance with Ifle RPDM MUTCD relevant Australian Standards technical standards and guidelines and the approved relevant CTCP
Temporary safety barriers will be used to contain and redirect errant vehicles so as to prevent them from leaving the roadway andor entering the work site The design of a safety barrier including barrier end treatments shall meet the requirements specified in AS3845 Clause 3102 of Part 3 in the MUTCD and the Road Planning and Design Manual Chapter 8
The operational limitations of barriers will be considered for each application particularly with regard to their deflection following impact and the corresponding zone of unsafe working space behind the barriers for road workers Temporary barriers and delineators will be used for separation of traffic from road works and hazards
Barriers shall be installed to achieve Ifle minimum barrier length and specified in Part 8 of the DMR Road Planning and Design Manual or manufacturers specifications
Traffic shall be separated from road workers and hazards as specified in Table 6 of section 102 of PSTS 02 The dynamic deflection of safety barrier when impacted shall be considered within the work site Road workers will be made aware of the dynamic deflection zone required behind safety barriers by means such as containment ferices
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
BC-TJH-)AM-CTMP01-DOC-OOOOOO-B-)O Page 8 of 24 RTI Document No 54
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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placed behind the safety barrier in accordance with Clause 3102 and Clause 43 of Part 3 in MUTCD
Approved end treatments will be installed to protect exposed barrier ends
Adequate warning signage including Variable Message Signs (VMS) will be used to provide advance notification and waming to road users of changed traffic conditions Delineation (including the use of RRPMs) will be used to identify the travelled path for vehicles along temporary alignments and around warlt areas Redundant line marlting will be removed
All traffic control devices on the project will be subject to twice daily checks and a weekly safety inspection This CTMP will be reviewed by an accredited and independent Road Safety Auditor prior to the submission for approval The Road Safety Auditors written agreement of this plan will be submitted with that approval
43 Monitoring
TJH will monitor the effectiveness of the CTMP in respect of traffic impacts and report regularly to the TMCLG Monitoring will include actual measures of traffic flow and a review of road user behaviour Where outcomes differ from forecast and when requested by the TMCLG TJH shall review operations in consultation with relevant authorities
44 Collection of Data
Collection of traffic volume data including heavy vehicle percentages for Rose Street and Junction Road has been obtained from Austraffic manual intersection count conducted on 06 August 2009 at the intersections of Rose Street and Kent Road Rose Street and Dawson Street and Junction Road and Morrison Road Expected heavy vehicle movements from the Wooloowin Worltsite have been determined based on spoil cycle analysis Light vehicle traffic generation has been determined based on staffing requirements for the operation site Details are provided within Section 511 of this report
TJH has prOVided all raw and summarised information collected with Appendix C - Traffic Volumes
45 Modelling
Traffic modelling has been undertaken to determine the effect of spoil haulage vehicles on the three signalised intersections on Rose Street Junction Road for AM and PM peak periods using SIDRA version 322 by CPG Australia Ply Ltd consultants to TJH
The main findings of the SIDRA analysis have been summarised presented and discussed within the body of this report Detailed inputs and output from SIDRA can be found in Appendix B
46 Wooloowin Work Site
Duration 29 months (approx)
Timing October 2009 to February 2012
Relevant Drawings BC-TJHmiddotOAEmiddotCTMP01middotDRGmiddot000000middotBmiddot00
461 Works Required
bull Construct childrens crossing for Kedron State High School bull Mod~ication of existing footpaths and construction of new driveways
BC-TJH-)AM-CTMP01-DOC-OOOOOO-B-)O Page 8 of 24 RTI Document No 54
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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bull Installation of 11 kV cables along Rose Street and substation at comer of Kent Road and Rose Street
bull Construction of acoustic bamer
bull Construction of acoustic shed and other site infrastructure
bull Construction of access shaft Excavation of Kedron Caverns bull
bull Mechanical fit out of the tunnel
bull Demobilisation and rehabilitation of site
462 Constructability Issues
The Wooloowin Worksite is highly constrained with limited space for spoil and material storage as well as site infrastructure The proposed offset between the back of kerb and the acoustic fence on Rose Street Kent Road and Park Road is 30m 40m and 36m respectively
The traffic island at the corner of Rose Street and Park Road will require modification and the street light on the eastern side of the worksite will require relocation in order to facilitate the left turn movement for truck and dogs from Park Road to Rose Street
The criteria for the location of the site driveways was to facilitate heavy vehicle access to and from the site without impacting on adjacent driveways to residential properties or existing public transport facilities on Kent Road and Park Road The Kent Road site access is offset 23m form the Rose Street intersection and the Park Road site egress is offset 20m form the Rose Street junction
463 Operating Conditions
All vehicles will enter the site via a left tum from Kent Road Once inside the site spoil haulage vehicles will enter the acoustic spoil shed to be loaded Delivery vehicles may unload in the lay down area or within the acoustic shed depending on the cargo to be received Delivery vehicles will then travel through the spoil shed to exit the site All construction vehicles will exit the site via a left tum onto Park Road Traffic controllers will be provided at the site access and egress driveways on Kent Road and Park Road to manage the movements of construction vehicles into and out of the worksite
Spoil haulage vehicles will use the following designated route to remove spoil from the Wooloowin Worksite
bull east-bound along Rose Street Junction Road left onto Sandgate Road bull returning via Rode Road Gympie Road Kedron Park Road Park Road Rose
Street and Kent Road as shown on Figure 6-1 of the Response to Submissions sites
Following consultation with Kedron State High School and in accordance with Schedule 3 Section 5 (e) of the Coordinators Generals Change Report Wooloowin Worksite Modification - Appendix 1 October 2009 a childrens crossing is required to be constructed on Park Road outside the Kedron State High School approximately 100m north of the Kedron Park Road intersection Traffic controllers will be provided to manage the movement of spoil haulage vehicles along Park Road at the school crossing during 730am to 900am and 230pm to 400pm Monday to Friday on school days when spoil haulage is occumng
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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Milestone Time periods
Commencement of establishment 0900 -1430
Launch 1st road header 0900 -1430
Launch 2nd roadheader 0630 -1430
Commence Benching 0630 -1830
464 Impact on Traffic Flows
The primary function of the Wooloowin Worksite is for the removal of spoil from the tunnel excavation and the delivery of construction materials There is no construction sequencing as such ie there will be no change to the existing layout or operation of Rose Street Kent Road and Par1l Road In order to determine the traffic impact of truck movements associated with delivery and haulage operations SIDRA analysis has been undertaken for the three signalised intersections on Rose Street Junction Road by TJHs consultants John Piper Traffic (JPT) and is attached as Appendix B The intersections to be analysed are
bull Rose Street Kent Road bull Rose Street Dawson Street bull Junction Road I Morrison Road
A summary of the reports findings is presented below
Rose Street I Kent Road
The analysis has been based upon using the SIDRA model for the existing layout but with increased volumes due to the haulage route 7 heavy vehicles have been added to both the left turn and through movements on Rose Street (ie a total of 14 extra haulage vehicles) to represent the haulage route operation at this intersection The results of the analysis are summarised in the following table
Rose Street I Kent Road
kent Rd (South App)
I Que
ROM St (fast App)
I Queue
kent Rd (Notth App)
os I QJeu
Rose 51 (Welt AppJ
I Quee
Phaseilmes
A I bull ycleTIme
0 ion L TR I l I TR LT I TR LT TR LTR LTg LT TR LT TR
AM bistfn 002 I 025 I 1 132100910281 1715410471 69 lo2slon 24 I 62 1481 ~21 cDns1ructl~ 001 I 025 I 1132100910281 I Sol I 047 I 69 I 027 I 034 I 26 I 66 I 48 I 32 I PM
Elllstlns 001 I 035 I o I S3 I 013 I 041 I 24 I 76 I 018 I 26 I 022 I 028 I 21 I 5 4 1481321 CDndctl4 001 I 035 I 01531degmiddot131degmiddot411 241761deg181 26 I 024 I 030 I 23 I 581481321
Based on these results the operation of the haulage route has an insignificant effect on the operation of the intersection
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