e-t-8-0947 traffic management plan - laing o'rourke€¦ · 2257 – hseq compliance traffic...

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Enabling Process Project Team (Ops/Const.. & HSEQ)

2257 – HSEQ Compliance

Traffic Management Plan

The LORA Way E-T-8-0947

E-T-8-0947 Traffic Management Plan

(Revised August 2013)

Copyright © Laing O’Rourke 2012. All rights

reserved. Document uncontrolled when printed Page Number

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TRAFFIC MANAGEMENT PLAN (TMP)

Principal Contractor Laing O’Rourke Construction Australia (LORAC)

Level 4, 100 Arthur Street, North Sydney NSW 2060

Ph: 02 9903 0300

A.B.N. 39 112 099 000

Project Title Main North and North Shore Corridor Works (MNNSCW) Project

Project Address North Sydney to Waitara, and, Chatswood to Epping

Client Transport for New South Wales (TfNSW)

Reference No. K01-LOR-PLN-0010

Planned Commencement Date March 2016

Estimated Completion Date February 2019

Revision No. 01

TMP Management Reviews and Authorisations

Reviews Revision Numbers and main amendments are summarised below:

Date Reviewed Revision No. Description

18/02/2016 00 Initial Review Of TMP Template Pre-commencement of Project.

04/03/2016 01 Issued for Client Review

27/07/2017 02 Updated to suit additional rail access gates nominated for use on the project

11/11/2017 03 Updates to project personnel

03/03/2018 04 Updates to localised scope descriptions and corresponding TCPs.

Authorised By

Date Revision No. Project Manager’s Name Signature

04/03/2016 01 Andy Williams (APW)

27/07/2017 02 Paul Ryan

11/11/2017 03 Mark McNally

03/01/2018 04 Mark McNally

All LORAC Site Management Team members and Traffic Controllers are to undergo a documented tool box

induction on the content, requirements, and obligations of this TMP in line with their position and responsibilities

on the Project.

1st (Initial) LORAC TMP REVIEW TEAM (Prior to Project Commencement)

The following persons formed part of the TMP Review Team:

Position: Name: Position: Name:

Project Leader Mark McNally Project Safety Manager Clive Hunter

Construction Manager Phil Goddard Project Safety Advisor Scott Corsiatto

Supervisor Aaron Durkin Regional HSE Manager Kurt Warren

(Others - Insert details) NA (Others - Insert details) NA










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Induction Record

This register provides a record that those with direct responsibilities within this plan understand their designated roles and accountabilities in the implementation of this plan.

Name Role Signature Date

Mark McNally Project Leader

Phil Goddard Construction Manager

Gavin Doyle Commercial Manager

John O'Riordan Quantity Surveyor

Xavier Marcellino Site Engineer

Rob Walker Design Manager

Clive Hunter Senior WHS Manager

Scott Corsiatto WHS Manager

Dan Banville Rail Safety Manager

Claire Kilcourse Project Engineer

Lewys Rees Senior Project Engineer

Raj Purushothaman Quality Manager

Chris Standing Environmental Manager

Zeeshan Chaudry HV Senior Project Engineer

Phil Meurant Signalling Commissioning Engineer

Tristan Bryant Senior Quantity Surveyor

Cassandra Murnieks Senior Site Administrator

Reza Torihi Planning & Project Controls Manager

Jason Goddard OHW Construction Manager

Jordan Byles OHW Site Engineer

Aaron Durkin Supervisor

Gerry Rattigan Supervisor










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TABLE OF CONTENTS

Induction Record ................................................................................................................................. 2

1.0 Purpose ...................................................................................................................................... 5

1.1 Purpose ................................................................................................................................................ 5

1.2 Scope ................................................................................................................................................... 5

1.3 Review and Update .............................................................................................................................. 5

1.4 General Requirements .......................................................................................................................... 5

1.5 Responsibilities..................................................................................................................................... 7

1.5.1 LORAC Supervisors ...................................................................................................................... 7

1.5.2 All Other Persons .......................................................................................................................... 8

2.0 Traffic Management .................................................................................................................. 9

2.1 Traffic Management .............................................................................................................................. 9

2.1.1 Main Works Guidelines ................................................................................................................. 9

2.1.2 Site Access ................................................................................................................................... 9

2.1.3 Traffic Demand ........................................................................................................................... 23

2.1.4 Traffic Routing ............................................................................................................................ 23

2.1.5 Parking ....................................................................................................................................... 23

2.1.6 Traffic Control (LORAC Works on Carriageways) ........................................................................ 34

2.1.7 Non-Vehicular Traffic .................................................................................................................. 34

2.1.8 Schedule of Possession Work ..................................................................................................... 34

2.1.9 Emergency Response following Construction Traffic Incidents .................................................... 35

2.1.10 Haulage and Delivery Options ..................................................................................................... 35

2.2 LORAC Works on the Roadway .......................................................................................................... 49

2.2.1 LORAC Controlled Work ............................................................................................................. 49

2.2.2 Vehicular Traffic Safety and Convenience ................................................................................... 49

2.3 Typical Road Works Control Layout .................................................................................................... 49

2.4 Work Site Signage .............................................................................................................................. 50

3.0 Traffic Signage and Control.................................................................................................... 51

3.1 Appropriate Signing ............................................................................................................................ 51

3.1.1 Principles of Signing.................................................................................................................... 51

3.1.2 Erection and Location of Signs .................................................................................................... 51

3.1.3 Advance and Intermediate Advance Warning Signs .................................................................... 52

3.2 Traffic Control ..................................................................................................................................... 52

3.2.1 Approach Taper Partially Closed Lane ........................................................................................ 52

3.2.2 Traffic Controller’s Check ............................................................................................................ 53

3.2.3 Termination Taper ....................................................................................................................... 53

4.0 Delineation at Work Site - Travel Paths ................................................................................. 54

4.1 Delineation of the Travel Path ............................................................................................................. 54










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4.1.1 Through the Work Area ............................................................................................................... 54

4.1.2 Past the Work Area ..................................................................................................................... 54

4.1.3 Around the Work Area ................................................................................................................. 54

4.2 Excavations ........................................................................................................................................ 54

5.0 Traffic Controllers ................................................................................................................... 55

5.1 Traffic Controllers ............................................................................................................................... 55

5.1.1 Use of Traffic Controllers............................................................................................................. 55

5.1.2 Number of Traffic Controllers ...................................................................................................... 55

5.1.3 Traffic Controller(s) shall: ............................................................................................................ 55

6.0 Work on Footpaths .................................................................................................................. 57

6.1 Pedestrian Considerations .................................................................................................................. 57

6.1.1 Width of Travel Path.................................................................................................................... 57

6.1.2 Pedestrian Safety Points ............................................................................................................. 57

6.1.3 All pedestrians ............................................................................................................................ 57

6.1.4 Enhances Access (Youth, Elderly, Prams, or People with disabilities) Pedestrians ...................... 57

6.1.5 Intoxicated Pedestrians ............................................................................................................... 57

6.1.6 Construction Traffic and Vehicles ................................................................................................ 57

7.0 Consultation with Relevant Stakeholders ............................................................................. 58

8.0 Appendices .............................................................................................................................. 59

Appendix A – Restricted Parking Zone Detail ................................................................................................. 59

Appendix B – Heavy Vehicle Access Route Detail .......................................................................................... 65

Appendix C – Planned Road Occupancy Sites & Plans .................................................................................. 69

Appendix D – Traffic Control Plan Register ..................................................................................................... 70

Appendix E – Traffic Control Plans ................................................................................................................. 71










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1.0 Purpose

1.1 Purpose

This document has been prepared to assist LORAC staff to implement traffic and pedestrian management control measures

when carrying out construction and related works located at the MNNSCW project sites. This Traffic Management Plan (TMP)

has been prepared as a sub-plan to the Construction Environmental Management Plan (CEMP) and Construction and Site

Management Plan (CSMP).

The term ‘traffic’, wherever used in this TMP, encompasses both vehicles and pedestrians movement.

Traffic management shall be undertaken in a manner that shall provide for the safety of all LORAC staff, subcontractors and

the public and ensure that road and footpath users are not exposed to foreseeable risks. The aim of the plan is to understand

the works involved and their locations and determine the management requirements to mitigate pedestrian and traffic related

impacts, if any, as a result of the works for the MNNSCW project.

This document is based on Australian Standard AS 1742.3 “Manual of Uniform Traffic Control Devices”.

1.2 Scope

This document addresses the systems and procedures that should be followed to warn, inform and guide Traffic past, through

or around all works related to project site.

All workers, employees, subcontractors, employers and the management team, involved in the construction of the project shall

adhere to this Traffic Management Plan.

To ensure minimal disruption to the general public and work on site the control and management of traffic should involve the

co-ordination and control of the following:

All delivery trucks and their loading and unloading.

Vehicular and pedestrian traffic past the work area.

It is understood that, as the majority of the works will be occurring within the rail corridor of the Main North and North Shore

lines, the key purpose of this TMP relates to the deliveries of materials and plant/equipment to/from the proposed project

access/egress points, as well as pedestrian management at these key interfaces.

It is not practicable for this TMP to cover all situations that could arise, it may therefore be necessary for the relevant person in

control of the traffic management for a specific activity on site to modify the control measures to address the particular

circumstances based on the hazard(s) identified.

Note: The TMP shall be amended to include all significant changes to traffic management requirement.

1.3 Review and Update

As per the requirements of TSR P, Section 3.8, and in reference to Annexure A, the plan will be reviewed at periods not exceeding 6 months, or if issues relating to compliance are raised (e.g. following audits). 1.4 General Requirements

The selected Traffic Controller Subcontractor will be responsible for the management of all traffic throughout the delivery

phase.

When planning and implementing traffic plans and controls, LORAC PS15 Traffic Management Should be consulted

utilising the hierarchy of controls and the Fatal and Severe Risk tool to ensure compliance with the GO / NO GO

philosophy.

Where possible, all deliveries should be planned to avoid peak hour traffic (morning and afternoon).

Due to the area covered by the contract scope of works, inclusive of Portions 1 – 6, the greater scope has been broken

down into key areas of work for effective management. This includes Work Zone 1 to Work Zone 11 (refer to Figure 1).










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LORAC intend to utilise all available access gates. Furthermore, LORAC have identified a number of key access gates for

use. Due to the area covered by the contract scope of works, inclusive of Portions 1 – 6, specific site points of access

have been designated to each key work zone. These access points are listed below (refer to Figure’s 2 – 12 for further

detail) in reference to the following Sydney Trains documents Worksite Protection Planning Diagrams – Northern Line –

Chatswood to Epping – M14 (dated: 11/03/2015), Worksite Protection Planning Diagrams – North Shore Line – Wynyard

to Hornsby – N30 (dated: 11/03/2016) and Worksite Protection Planning Diagram – Northern Line – Strathfield to Berowra

– N00 (dated: 11/03/2015):

Address Sydney Trains

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Work Zone 1: Epping to Chatswood

Opposite 33 Old Beecroft Rd, Cheltenham NSW 2119 N00 24.468 D

Opposite 86 The Crescent, Cheltenham NSW 2119 N00 24.957 D

Beside 61 Sutherland Rd, Cheltenham NSW 2119 N00 24.977 U

Corner of Beecroft Rd & Kady Ave, Epping NSW 2121 N00 23.806 D N00 23.912 D

Work Zone 2: North Sydney

Adjacent to the Harbourview Hotel, Blue St, North Sydney NSW 2060

N30 5.004 U N30 5.001U

Work Zone 3: Waverton to Wollstonecraft

Adjacent to 57 Bay Rd, Waverton 2060 NSW N30 6.130 U

Opposite 2 Union St, Waverton 2060 NSW

17 Bridge End Rd, Wollstonecraft 2065 NSW N30 6.832 D

31 Shirley Rd, Wollstonecraft 2065 NSW N30 6.977 U

Opposite 1-5 Russel St, Wollstonecraft 2065 NSW N30 7.362 D

Work Zone 4: St Leonards to Artarmon

7 Herbert St, St Leonards NSW 2065 N30 8.461 D

St Leonards Perway Siding Chandos St Station Carpark, St Leonards NSW 2065

N30 8.586 U

13 Francis St, Naremburn NSW 2065 N30 9.361 U

St Leonards Substation Opposite 14 Lambs Rd, Artarmon NSW 2064

N30 9.360 D

Opposite 38 Hampden Rd, Artarmon NSW 2064 N30 10.137 D

Site Compound Opposite 6 Cleland Rd, Artarmon NSW 2064

N30 9.666 D

Opposite 13 Brand St, Artarmon NSW 2064 N30 10.548 U

End of Drake St, Artarmon NSW 2064 N30 10.735 U

Work Zone 5: Chatswood

End of Hopetoun Ave, Chatswood NSW 2067 N30 11.174 U

Wilson St cnr Anderson St, Chatswood NSW 2067 N30 12.249 U

Work Zone 6: Roseville to Lindfield

Opposite 1 Hill St, Roseville NSW 2069 N30 12.965 U

2 Clanville Rd, Roseville NSW 2069 N30 13.622 U

Behind 8 Strickland Ave, Lindfield NSW 2070 N30 13.900 U

Opposite 11A Llewellyn St, Lindfield NSW 2070 N30 14.092 D

Opposite 28 Treatts Rd corner Lindfield Rd, Lindfield NSW 2070 N30 15.218 U

Work Zone 7: Killara to Gordon

Werona Ave intersection with Northcote Ave, Killara NSW 2071 N30 16.007 U

Commuter Carpark Opposite 61 Werona Ave, Gordon NSW 2072

N30 16.314 U

Work Zone 8: Pymble to Turramurra

Opposite 1 Warragal Rd, Pymble NSW 2073 N30 20.112 D










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Address Sydney Trains

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Warragal Rd corner Pacific Highway, Pymble NSW 2073 N30 20.119 U

Warragal Rd corner Pacific Highway, Pymble NSW 2073 N30 20.132 U

Turramurra Station Carpark William St, Turramurra NSW 2074 (single man gate)

N30 20.909 D

Work Zone 9: Warrawee to Wahroonga

Warrawee Substation 65 Brentwood Ave, Warrawee NSW 2074

N30 21.526 U

Opposite 7 Warrawee Avenue, Warrawee NSW 2074 N30 21.931 U

Opposite 9 Millewa Ave, Wahroonga NSW 2076 N30 22.359 U

Corner Warwilla Ave and Woonona Ave, Wahroonga NSW 2076 N30 23.075 D

Opposite 89 Alexandria Parade, Wahroonga NSW 2076 N30 23.380 U

Work Zone 10: Waitara

Opposite 73 Alexandria Parade, Waitara NSW 2077 N30 23.726 U

Roundabout on Alexandria Parade opposite Romsey St, Waitara NSW 2077

N30 24.378 U

Work Zone 11: Hornsby

Corner Thomas St and Leonard St, Waitara NSW 2077 N30 24.522 U

End of Hornsby St, Hornsby NSW 2077 N30 24.732 D

Deliveries shall be scheduled to avoid School start and finish times (8:00am – 9:30am and 2:30pm – 4:00pm)

Queuing and idling of construction vehicles will be minimised in residential streets. This shall be managed by engaging

suppliers, nominating holding areas and scheduling deliveries.

All traffic controllers shall hold Roads and Maritime Services (RMS) Traffic Controller ‘Blue Card’ and wear the required

Personal Protective Equipment (PPE) at all times (e.g. helmets, safety boots and high visibility vests, etc).

During the excavation work on site, the following precautions shall be taken:

A traffic controller shall direct traffic and excavation trucks using a “STOP / SLOW” sign.

Prior to any work taking place that affects pedestrians and traffic safety (e.g. awning work, work to footpath and driveway,

work above footpath, etc.), all required notification are to be given to the relevant authorities (e.g. Police, Councils, State

Transport Department) and/or permits obtained and the work is to be adequately supervised to ensure the required

conditions of any applicable permits are met at all times.

All access gates to the construction site must be always either manned or locked to prevent pedestrian access into the

site / Rail Corridor.

Engineer-certified crash attenuators are to be fitted to all shadow vehicles

1.5 Responsibilities

1.5.1 LORAC Supervisors

LORAC Supervisors have responsibilities for two areas of traffic management, the Work Area and Employees under their

control. LORAC Supervisors shall ensure the following for each area of responsibility:

Work Area

A documented traffic management risk assessment is completed by relevant Traffic Management Subcontractor engaged

by LORAC and the procedures and control measures implemented on site.

Written permission is obtained from the relevant authority before any work in a road reserve is commenced by LORAC or

a person working on the LORAC’s behalf.

Road users, pedestrians and LORAC staff can continue with their respective undertakings in relative safety and with the

minimum of inconvenience.

All site related works are correctly barricaded and sign-posted using the relevant approved signs.










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All signs and devices used are in good condition and are removed at the completion of the work.

All site related works do not commence until all signage is in place, even in an emergency it is essential that safety is

observed for both staff and road/footpath users.

All lamps are:

Switched off during daylight hours.

Checked at night time to confirm they are working and correctly aligned.

The traffic management plan is reviewed regularly to ensure it is still suitable.

If any person is injured the incident is reported to the Project Leader and the relevant authorities.

In the event of an incident/accident, the following information is recorded using E-T-8-0918 Incident Investigation:

Names and addresses of those involved.

Names and addresses of any witnesses.

Actual types of signs and devices at the site.

Photographs of signs and devices at the site at the time of the incident.

Details of the surface and the width dimension of the travelled path.

Details of any hazard at the site.

Details of the prevailing weather.

Employees

Workers are competent to work on or near the roadways.

Workers have a general awareness of traffic safety issues.

Workers are informed of the public relations aspect of their work and instructed they should not allow themselves to be

provoked by members of the public.

Workers are to provide appropriate notification of deliveries to nominated Site Contact.

All workers have access to and will use the following safety equipment and PPE:

High visibility vest or shirt.

UV protection eyewear and sunscreen (SPF 30 standard or better).

Wide brimmed hat/safety helmet.

Steel cap safety footwear.

Appropriate clothing to protect against UV radiation.

Hearing and eye protection (where appropriate).

1.5.2 All Other Persons

All other persons carrying out work activities on or immediately adjacent to the site shall:

Always take reasonable care for their safety and that of those around them.

Follow the applicable requirements of this traffic management plan.

Prior to proceeding with any work, contact their supervisor or a LORAC Site Management Team member for clarification

of any requirement applicable under this traffic management plan, if they are uncertain of what is required or how it is

implemented.

Provide appropriate notification of deliveries to the nominated Site Contact.

Wear high visibility vest or shirt where required under this TMP.

Always obey the applicable road rules for pedestrians and drivers.

Always follow safe driving practices, including using the correct thoroughfare in accordance with any posted speed limits

and safety requirements in a manner that does not put at risk their safety or that of any other persons (e.g. passengers,

fellow workers or members of the public).

Park as per any applicable parking signs and rules and avoid creating any form of safety hazard when parking or parked,

and adhering to the LORAC identified Restricted Parking Zones (refer to Figure’s 13 – 22).










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2.0 Traffic Management

2.1 Traffic Management

When an LORAC Site Management Team members, subcontractors or their workers conducts work on the road or footpath it

creates an abnormal situation that requires the provision of suitable signage, barricading, guarding, etc for users including

vehicular and pedestrian traffic.

Regardless of the nature of the works, the complexity or how long it shall take, the purpose of this TMP is to ensure the safety

of the Site Management Team, subcontractors, their workers and the users of the road and to minimise the inconvenience to

all parties.

The basic communication requirements of the traffic management plan are to provide:

Advance warning of a change in traffic conditions in time for the users to adjust.

Information and Guidance as to where to go to safely negotiate the work site. That is delineation of travel path and its

separation from the work site and any necessary barricading.

Appropriately advise the nominated Site Contact in advanced to arrange deliveries.

2.1.1 Main Works Guidelines

The following general principles will be adopted and used prior to/during the works:

It is important that no construction vehicles use streets that have not been approved for use by RMS and/or the relevant

Local Authority. Should vehicles exceed the prescribed restrictions of any subject roads proposed for construction usage,

the appropriate permission and/or approval from the governing authority will be required (refer to Figure’s 23 – 34).

Where road occupancy is required consultation and approval from the relevant authority will be in place prior to the works

commencing. Temporary speed reduction requirements will only be implemented in accordance with the appropriate TCP,

which has been designed by a suitably competent and qualified person. Planned road occupancy sites are detailed in

Appendix C – Planned Road Occupancy Sites & Plans

Due consideration and caution must be exercised for the safety of other road users that may be in the vicinity.

The movement of materials and plant/equipment in the proximity of pedestrians/commuters and other road users should

consider implementing a spotter that is able to direct and guide, not only the labour, but pedestrians around the works.

The Traffic Control Plan (TCP) will be generated by the relevant Traffic Control Subcontractor in reference to TSR P

Clause 3.6, and in reference to Annexure A (A1).

The TCP will be used to indicate the worksite arrangements. The TCP shall be prepared by the designated traffic control

subcontractor, and should be developed based on construction layout drawings and works programs supplied by LORAC

and prepared by RMS accredited personnel with the appropriate and current qualification.

Traffic control signs shall be erected in accordance with the standard distances as specified in the RMS Control at Work

Sites Manual. Due diligence should be exercised when erecting traffic control signs within the vicinity of potential

obstructions, such as adjacent roadside objects or parked vehicles on-street. It is to the discretion of the Traffic

Controllers to position signs that are clearly visible for road users providing adequate information.

2.1.2 Site Access

The most hazardous movement for construction vehicles occurs when the vehicle is entering or exiting the construction site,

whereby drivers and pedestrians do not anticipate vehicles to be turning into, or entering, traffic flows.

To provide a safe entry and exit to the work site from safe access points or gates LORAC will:

Monitor the number of access points in use.

Ensure the access points nominated can accommodate the turning movement of the largest vehicles that will be

accessing the site as required.

Where possible, segregate pedestrians from site access points.

Ensure all access points are clearly visible to approaching traffic and signposted accordingly.

LORAC intend on utilising all available, existing access gates. However; due to the inherent constraints along the rail corridor,

including predominately residential areas, it is anticipated that not all access gates will be suitable for utilisation. LORAC have

clearly identified a number of key site access gates, in relation to the Work Zones (refer to Figure 1 below) for use.










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The nominated access points are existing railway access gates via existing easements. It is not envisaged that any additional

or new access points shall be established through adjacent properties.

The identification of these key site access gates for been selected through consideration of the following key factors:

Work Zone –

Due to the sheer size of the contract scope of works, inclusive of Portions 1 – 6, the greater scope has been broken down into

key areas of work for effective management. This includes Work Zone 1 through to Work Zone 11 (refer to Figure 1).

Traffic Management Work Zone Map

Figure 1 – Traffic Managemnt Work Zones Map










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Sign-On/Site Cabin Points – Selection of access gates has been established by careful consideration of the possible location of site sign-on and site cabin

locations, whereby these facilities will be utilised as central areas for the management of the works in each work zone. Access

gates nearest to these points, whilst subsequently meeting other key considerations, have been nominated for usage. This will

aid in reducing travel times for applicable LORAC personnel, subcontractors, materials and plant/equipment.

Up and Down Shore Access Points –

Points of access have been categorised into two (2) main types in order to aid in safe, efficient and economical loading of

personnel, materials and plant/equipment into, and out of, the rail corridor during the delivery phase(s). The two (2) categories

include; (1) Up Shore and (2) Down Shore. This will be exercised to safely and appropriately decongest the points of site

access. LORAC have also given due consideration to the inherent constraints along the North Shore Line whereby, the

majority of access points are in heavy residential areas, inhibiting the access of larger plant and equipment to the work

interface.

Availability of Existing Permanent Hi-Rail Access Pads –

The loading/unloading area for hi-rail access will be located within the rail corridor. These access points will only be utilised

during track possessions. LORAC have identified six (6) permanent hi-rail access pads appropriate for potential use. Pending

availability, LORAC intend to allocate particular work zones the use of different permanent hi-rail access pads so as to

alleviate congestion and track travel times:

Work Zone 1 – Epping:

- Epping - Down Chatswood-Epping Hi-Rail Access Pad.

Work Zone 2 – 5 (south of Chatswood only):

- North Sydney - Up Shore Hi-Rail Access Pad.

- North Sydney - Up Shore/No.3 Tunnel Road/No.2 Tunnel Road Hi-Rail Access Pad.

- Waverton No.1 Car Siding Hi-Rail Access Pad.

- St Leonards Up Shore Hi-Rail Access Ramp.

Work Zone 5 (north of Chatswood only) – 7:

- Chatswood – All-Track Hi-Rail Access Pad.

Work Zone 8 – 11:

- Hornsby - Loop Road Hornsby Maintenance Centre Hi-Rail Access Pad.

Rail Corridor Obstructions – The nomination of site access points has been established through consideration and promotion of free movement of personnel, materials and plant/equipment once in the rail corridor. This has been established by identifying possible obstructions in the rail corridor, such as narrow tunnels, embankments and narrow overbridges and underbridges that would limited the movement of personnel, materials and plant/equipment. Where obstructions have been identified, LORAC have nominated site access points to either side of the obstruction.


Enabling Process Project Team (Ops/Const.. & HSEQ) 2257 – HSEQ Compliance





Copyright © Laing O’Rourke 2012. All rights reserved. Document uncontrolled when

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2.1.3 Traffic Demand

The relevant person for LORAC/subcontractor shall determine the most suitable time of the day to conduct any work this TMP

is applicable to and ensure that sufficient road reserve space remains open to provide an acceptable level of service and

convenience to all users taking into account normal and peak hour traffic.

2.1.4 Traffic Routing

The LORAC Site Manager/Relevant Foreman shall determine the most effective means of routing general and specific traffic

through, past or around site as required by on-site and offsite work activities.

2.1.5 Parking

As site space is limited and access shall only be granted to approved vehicles that comply with the site requirements of

flashing light, reversing alarm and reversing camera, personal vehicles will not be permitted onto the worksite.

As the construction works are adjacent to commercial, industrial and residential areas, to minimise impact to the surrounding

areas, street parking of private vehicles will be minimised by ensuring LORAC employees and Subcontract staff utilise

carpooling and public transport whenever possible.

No construction related parking will be permitted within surrounding residential streets surrounding the identified key site

points of access, or, within surrounding commercial, industrial or retail areas to the site points of access. This applies to street

parking as well as public carparks within the nominated areas. This is defined in the below figures (refer to Figure’s 13 – 22

and Appendix A – Restricted Parking Zone Detail) where ‘red’ lines indicate the Restricted Parking Zones to be observed

during the project.









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2.1.6 Traffic Control (LORAC Works on Carriageways)

Traffic control shall be provided by the relevant LORAC Site Management Team member or subcontractor, as applicable,

where required under this TMP, WAA or the SWMS for the activity undertaken.

The relevant person for LORAC/subcontractor shall ensure:

The level of control implemented is suitable for all traffic conditions occurring during the work activity e.g. traffic controller,

police, other means of traffic control.

Traffic control measures take into consideration emergency vehicles and vehicles with special requirements such as

buses, their stops and terminals.

Specific Traffic Control plan shall be developed if, and when, road or footpath occupancy is required to complete project

scope works.

2.1.7 Non-Vehicular Traffic

LORAC’s Site Manager/Relevant Foreman shall ensure traffic management includes provisions for the following where

applicable:

Pedestrians, including those with disabilities.

School children, bicycles and toy vehicles.

2.1.8 Schedule of Possession Work

The following Possessions have been nominated for the delivery of the works and will coincide with the peak traffic control

requirements for the project:

Configuration 8 Configuration 9

- Weekend 19 – 7- 8 November 2015

- Week end 27 – 1-3 January 2016

- Weekend 43 – 23-24 April 2016

- Weekend 3 – 16-17 July 2016

- Weekend 8 – 20-21 August 2016

- Weekend 24 – 10-11 December 2016

- Weekend 40 1-2 April 2017

- Weekend 3 – 15-16 July 2017

- Weekend 19 – 4-5 November 2017

- Weekend 33 – 10-11 February 2018


- Weekend 47 – 19-20 May 2018


- Weekend 14 – 6-7 October 2018




- Weekend 24 – 15-16 December 2018


- Weekend 49 – 8-10 June 2019



- Weekend 50 – 11-13 June 2016



- Weekend 37 – 11-12 March 2017

- Weekend 51 – 17-18 June 2017



- Weekend 38 – 10-11 March 2018



- Weekend 29 – 19-20 January 2019

- Weekend 36 – 9-10 March 2019

- Weekend 50 – 15-16 June 2019

Material Deliveries may be required 2-4 weeks prior to these possessions that will require traffic control at site access

locations.

Spoil disposal will be required 1-2 weeks following these possessions that will require traffic control at the site access

locations. All deliveries must be coordinated with the relevant Site Contact in advanced of the delivery.










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2.1.9 Emergency Response following Construction Traffic Incidents

The Emergency Response Plan contained within Appendix 8 of the Work Health and Safety Management Plan (WHSMP)

shall be implemented for construction traffic incidents.

No road closures are proposed that will influence that operation of emergency and service vehicles. The delivery of materials

and plant/equipment are expected to occur during designated loading zone hours and locations (through existing access gates

to the rail corridor), therefore the impacts to emergency and service vehicles are expected to be negligible.

2.1.10 Haulage and Delivery Options

LORAC recognises the effective management of haulage and delivery operations is not only integral to the success of the

MNNSCW project, but additionally necessary to minimise the impact on the road network and community.

Haul and delivery truck routes to and from construction sites and access points will be developed in key consideration of

minimising impacts on local streets and maximising use of arterial roads using Higher Mass Limit (HML) routes as outlined by

Roads and Maritime Service (RMS) as part of their Intelligent Access Program (IAP) and Restricted Access Vehicle (RAV)

routes.

RMS has roads and zones throughout Sydney which are approved for RAV and HML for certain heavy vehicles to travel

along. The heavy vehicle types for the approved operation routes consist of, but are not limited to:

Short combination vehicles (standard six-axle semi-trailers).

Heavy Rigid vehicles with max length of 12.5m

4.6m high vehicles.

The figure below (refer to Figure 23) marks in ‘green’ the routes that are approved for B-Doubles up 25/26m in length. As B-

Doubles have a general Gross Vehicle Mass (GVM) limit of 62.5 tonnes, these routes are generally considered acceptable as

heavy vehicle access and earth haulage routes for the applicable construction sites. The routes marked in ‘pink’ are those

routes with a maximum vertical headroom clearance of 4.6m. Note that relevant local councils and/or RMS permission is

required should construction vehicles greater than the allowable load limit require access to roads that contain restrictions.

A potential high vehicle restriction that may affect truck delivery and earth haulage during the construction phase. This is noted

by RMS, and identified on Figure 23 (below) as follows:

Type: ROAD UNDER RAILWAY

Description: RLY BR BOUNDARY RD ROSEVILLE

Low Clearance: 4.17m

Road Name: BOUNDARY ST

The locations of schools and childcare centres along haulage routes and segment transport routes would be considered

during the route identification. Where schools and childcare centres are identified on proposed haulage routes, these roads

would be avoided wherever feasible and reasonable to do so. This will be achieved by:

Assessing alternative access routes around the school or childcare.

Determining if they are suitable for heavy construction traffic (road weight limits, surface conditions, grades, road

geometry and other accessibility considerations).

Identifying and assessing the potential sensitivity of other receivers along the alternate routes condition.

Where passing schools and childcare centres cannot be avoided, the presence of the sensitive area will be communicated to

the vehicle driver and need for safe and careful driving in accordance with all applicable road rules will be reinforced.

Wherever practicable, high volume usage of haulage routes and segment transport will be avoided during school pick up and

drop off periods.










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Figure 23










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The below figures (refer to Figure’s 24 - 34) identify LORAC’s proposed Heavy Vehicle Access Routes for site arrival and departure for the identified key points of site access. Refer to Appendix B – Heavy Vehicle Access Route Detail for narrative detail of these proposed routes.









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Figure 24









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Figure 25









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Figure 26









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Figure 27









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Figure 28









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Figure 29









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Figure 30









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Figure 31









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Figure 32









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Figure 33









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Figure 34










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2.2 LORAC Works on the Roadway

2.2.1 LORAC Controlled Work

This section applies to LORAC controlled work that requires part or total closure of the adjacent road to allow pedestrians to

past the work site. The Site Manager/Relevant Foreman shall ensure the following:

Work involving a simple part road closure:

A sketch is completed showing all protective devices, their delineation.

A written list is prepared of all devices required for the task.

Works involving complex road closure e.g. long-term work in vicinity of an urban intersection –

All traffic and pedestrian control measures are to be fully document.

All temporary traffic paths, their delineation and position of warning devices are to be shown.

Any after-hours traffic arrangements are to be documented.

All the above documents are to be filed on site with this TMP.

2.2.2 Vehicular Traffic Safety and Convenience

To achieve the least disruption and inconvenience to vehicular traffic, LORAC’s Site Manager/Relevant Foreman shall ensure:

Only the minimum practicable length and width of road is closed off at any given time.

The control measures used provide sufficient width within the work area for the safety of the workers i.e. at least 1.2m

clearance between edge of work area and edge of adjacent traffic lane.

2.3 Typical Road Works Control Layout

The figure below illustrates a typical road works control layout plan for a work site.

LORAC’s Site Manager/Relevant Foreman shall ensure that those components that are relevant to their work site are

identified and the appropriate traffic management scheme applied in each particular case.

Figure 35

Work AreaTermination

Area

Clearance

Area

Adv ance

Area

Direction of Trav el

Warning

Area

Transition

(taper)

WORK SITEWORKSITE










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2.4 Work Site Signage

LORAC’s Site Manager/Relevant Foreman shall ensure the requirements and recommendations for signs and devices in each

of the areas identified above are as follows:

Advance Warning Area - General Requirements for the display of advance warning signs and devices will vary according to

factors such as the speed of approaching traffic, the degree to which the hazard requires modification of speed or diversion of

travel path, or extra vigilance for other reasons, and the sight distance available to the hazard, including sight obstruction

caused by other traffic.

Transition (Taper) Area - If a roadway has to be partially closed, an appropriate taper should be marked in the transition

(taper) area (see Clause 4.1) and, wherever possible, should be located so that its full length is visible to approaching traffic.

Work Area/Clearance Area

The work area is where the work is physically being carried out and is preceded by a clearance area that provides a

safety barrier.

The clearance area should be large enough to accommodate any work trucks or plant etc, however, if the work is hidden

from approaching traffic (e.g. by a crest or curve) the clearance area should extend back to a point where it can be

adequately seen by approaching traffic.

Termination Area - Signs indicating the end of the works and where appropriate, terminating a roadworks speed limit zone,

are placed at the end of the termination.

Note: For further details see Section 3 - Traffic Signage and Control.










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3.0 Traffic Signage and Control

3.1 Appropriate Signing

3.1.1 Principles of Signing

LORAC’s Site Manager/Relevant Foreman shall ensure no matter how brief the work site is occupied careful consideration is

given to signing of the site to:

Provide advance warnings to drivers of changes in the surface of the roadway and/or in the changed traffic conditions and

that personnel and/or plant are engaged in work.

Adequately instruct and guide traffic safely through, past or around the work site.

Provide separation of the travel path and the works area.

LORAC’s Site Manager/Relevant Foreman shall ensure the following important principles are observed regarding traffic

management signage:

Signs and devices comply with those listed in AS 1742.3

Signs and devices are be erected and displayed before work commences.

On approaches to the work area signs are erected in the following sequence and then removed in the reverse order.

Advance warning signs.

Other warning signs.

Instruction signs

Signs are placed within the driver’s line of sight and at the same time not obscure other traffic devices from the driver’s

line of sight.

All signs and devices are placed in the most advantageous positions having regard for the location and nature of the

hazard, and the warning being conveyed, to provide the maximum visual impact for approaching traffic. Such signs and

devices shall have an adequate clear view in advance of them (minimum 50m for 60 km/h, minimum 100m for 100 km/h).

Signs and devices are placed in a manner and position so they are not obscured from view by vegetation or parked

vehicles.

Signs and devices are placed in a manner and position so as not to become a possible hazard to workers, pedestrians or

vehicles (e.g. divert traffic into an undesirable path).

Signs and devices shall be regularly checked for effectiveness and maintained in a satisfactory condition.

Signs and devices are selected and placed in a manner so as not to require a driver to disobey a law unless so directed

by an authorised officer such as a police officer.

Permanent signs which conflict with the signs required for the temporary work situation are covered or removed.

Signs and devices are removed from the site when practical once the hazard ceases to exist. This not only restores the

road/footpath to normal but is also an essential part of maintaining the credibility of the signs.

3.1.2 Erection and Location of Signs

LORAC’s Site Manager/Relevant Foreman and the nominated Traffic Controller shall ensure:

All road signs are used with approved stands or erected on posts set into the ground, where permitted by the relevant

authorities.

All signs are placed in the most advantageous position, having regard for the nature of the hazard and the warning being

conveyed, to provide the maximum visual impact for approaching drivers.

Where signs are erected on posts set into the ground the following applies:

On un-kerbed roads in rural areas the sign should be at least 600 mm clear of the outer edge of the road shoulder,

line of guide posts or face of the guard measured towards the property boundary. The clearance should not be less

than 1m nor more than 5m from the edge of the travelled way and the height of the sign should be 1.5m above the

nearest edge of the travelled path.

On kerbed roads signs should be located back from the face of the kerb not less than 300 mm no more than 1.0m.

On urban roads that are not kerbed the distances given for rural areas above should apply. The height of the sign

should be about 2.2m above the kerb or footpath to reduce the interference from parked cars.

Where the signs are erected on temporary stands for short term work they should be erected on the road shoulder in

un-kerbed areas no closer than 600 mm to the running lane. In kerbed areas the provisions outlined above for post-

mounted signs shall be followed










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3.1.3 Advance and Intermediate Advance Warning Signs

Advance and Intermediate Advance Warning Signs alert approaching vehicles of changed road conditions so road users may

negotiate any travel path at an acceptable level of risk.

For LORAC purposes the Advance Warning Signs are limited to:

Workers Ahead

Roadwork Ahead

Intermediate Advance Warning Signs are used where, in addition to a general warning of the onset of the roadworks, a

warning is needed either of a specific action of a driver or of the condition of the road. The intermediate advance warning

signs for LORAC purposes are:

Detour Ahead

Prepare to Stop

The minimum distance for positioning of the advance warning signs shall be 2 x D metres where D is the speed limit in

km/h or the approach speed where it is significantly different from the speed limit, e.g. if the approach speed is about 60

km/h then the sign is placed at about 120m.

The distance shall be measured from the sign position to the beginning of the taper area or the beginning of the diversion

associated with the work site.

Where there is more than one advance sign position, such as for Detours, etc then the advance sign nearest the work

area shall be placed 2 x D m from the transition area, and the other advance sign positions at spacing of x D further in

advance of work area, e.g. “Detour Ahead” sign would be at the 2 x D spacing with the “Roadwork Ahead” sign at the x D

spacing

Advance warning signs for vehicular traffic are not required in the following situations:

Where work is sufficiently remote from the roadway that no action or extra vigilance is required of a driver other than

would be normally required on that section of road.

Where approach speeds are so low that no devices are needed to give advance warning i.e. signs and devices can

be seen in plenty of time for drivers to take necessary action.

3.2 Traffic Control

3.2.1 Approach Taper Partially Closed Lane

If a roadway has to be partially closed, an appropriate taper should be marked in the transition (taper) area and, wherever

possible, should be located so that its full length is visible to approaching traffic.

Traffic cones or bollards are used after the appropriate advance signs on the approach side of the hazard, forming a taper

from the kerb to the outer limits of the clearance area. Table 1 below provides a guide to the recommended taper length for

two-lane, two-way roads to be closed for various approach speeds based on a lane width of 3.5m.

The distances in the columns in the Table 1 are applied as follows:

Traffic control at beginning of taper

Applicable at a location where there is a traffic controller just prior to a diverge (e.g. into a single lane that is being controlled

by a controller).

Diverge taper

Applicable where traffic is simply required to shift laterally without conflict with another stream of traffic.

Merge taper

Applicable where one lane of traffic is required to merge onto another lane of traffic.










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3.2.2 Traffic Controller’s Check

Traffic Controllers shall record that all the appropriate signs and traffic control requirements have been implemented according

to the traffic control plan in place.

Table 1

Table 2 - Taper Lengths

RECOMMENDED TAPER LENGTH

Approx. Approach Speed Traffic Control at Beginning of Taper Diverge Taper Merge Taper

less than 60 km/h ** 15 m 15 m 30 m

60 to 80 km/h 30 m 70 m 140 m

81 to 100 km/h 30 m 90 m 180 m

More than 100 km/h 30 m 100 m 200 m

** - Typically a low speed residential or commercial street.

3.2.3 Termination Taper

This is the area indicating the end of the works. The use of three traffic cones or bollards should be sufficient in a taper. The

typical spacing would be 5.0 to 15.0m.










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4.0 Delineation at Work Site - Travel Paths

4.1 Delineation of the Travel Path

Suitable, adequate and appropriate delineation of the travel path is perhaps the greatest need of road users. To give

satisfactory guidance for road users, traffic control measures shall provide for both short and long range delineation for the

travel path and must be continuous and unambiguous.

Long range delineation provides drivers with an advance view of the site indicating the general direction of the trafficable path

and short range delineation guides the driver through the works once they have entered.

Depending on the circumstances, movement of traffic in connection with a work site shall be achieved in one of the following

ways:

Through the work area.

Past the work the area.

Around the work area by a detour which may be via a side track or an existing road.

4.1.1 Through the Work Area

Unless there is no practicable alternative, passage through a work area shall only be considered on light traffic roads and

where traffic and the work can be satisfactorily controlled so that the risk any person on site and traffic is kept as low as

possible.

4.1.2 Past the Work Area

Where the traffic is conducted past the work area there needs to be a minimum distance of 1.2m clearance between the edge

of the work area and the edge of the travel path as a no-go buffer zone. This clearance shall be defined on both sides of the

travel path to avoid inadvertent intrusion by any persons and shall be provided by the use of containment fences such as

barrier tapes, mesh fences, interconnected lightweight units or bollard fences.

4.1.3 Around the Work Area

When it is not practical to allow traffic through or past the work area it may be catered for by means of either a detour using

existing roads or a specially constructed side-track. This practice, in general, would require the advice from the relevant road

authority.

4.2 Excavations

If workers are present at the excavation work site at all times then the bollard and tape type barriers may be sufficient.

Under certain circumstances such as for a major excavation, it may be necessary to provide a more formidable barrier such as

the use of rails etc in lieu of the bollards and tape.

If it becomes necessary to divert the pedestrian traffic around the work site, trucks and/or major plant then barrier posts and

rails together with appropriate road warning signs must be installed.

Where excavations leave insufficient footpath width to allow for a reasonable path for pedestrians to pass the work site in

safety some form of containment fence, together with appropriate road warning signs, shall be installed from the footpath to

the road and then back again onto the footpath.










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5.0 Traffic Controllers

5.1 Traffic Controllers

Where LORAC works require vehicles to be stopped or slowed down to navigate through or past the work site then it shall be

necessary to use qualified RMS Blue Card Holding Traffic Controllers. The selected Traffic Controller Subcontractor will be

responsible for the management of all traffic throughout the delivery phase.

A Traffic Controller is a person who has graduated from an accredited course to Traffic Controller. Traffic controllers are also

required to maintain a log book of traffic control related information.

5.1.1 Use of Traffic Controllers

Some typical situations where traffic controllers can be used are shown in Table 2 below.

Table 2

Table 2 - Traffic Controllers

SITUATION PURPOSE

One lane of a two-lane/two-way road is closed. Restrict traffic flow to a single direction and alternate

direction of flow over available width of carriageway.

Conditions at the work site are such that low speed

operations are essential.

Warn or slow down the traffic.

Blasting works are being carried out on or adjacent to traffic

roads.

Stop traffic, inform motorists of delays, deny entry to

blasting area until All Clear given and safe to proceed.

Construction machinery regularly crosses or enters an

existing road.

Avoid conflict between construction and road traffic.

Sight distance to the work site is limited. Control and warn motorists of the presence of works

machinery and/or personnel.

5.1.2 Number of Traffic Controllers

One (1) Traffic Controller may be used operating alone with a STOP/SLOW bat and any other relevant signs provided that

all of the following conditions are met:

Very light traffic roads. That is less than 400 vehicles/day or 50 vehicles/hour.

Line of sight distance exceeds 200 m from the site in both directions or, for residential area with approach speeds of less

than 60 km/h, is about one and half times the speed limit in metres.

Visibility to the drivers approaching from both directions is maintained and not obscured by machines or equipment during

such operations.

The work area is less than 30 m in length

Two (2) Traffic controllers equipped with two-way radios should be used for all other conditions.

5.1.3 Traffic Controller(s) shall:

Check the existing speed limit is 60 km/h or less. If the speed limit is in excess of 60 km/h reduce in steps of 20 km/h with

approximately 500 m intervals between successive signs.

Ensure that all relevant signs and devices are in place before commencing traffic control.

Prohibit parking on both sides of the carriageway between the “Prepare to Stop” sign and the start of the work zone. This

parking prohibition should also apply to LORAC vehicles.

Ensure an adequate escape path is available at the control position before commencing.

Stand clear of other workers.

Stand facing the traffic but just outside the path of vehicles.

Is possible, stand in a position that allows them to see both the end of the work nearest to them and the other controller, if

applicable.










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Ensure they are visible at dawn, dusk, against low morning, evening sun and when in shadow on a sunny day and if traffic

control is required at night-times ensure the control site is illuminated.

Stand so that they can see and be seen by approaching vehicles from at least one and a half times the speed limit in

metres.

Where possible, limit the delay to traffic to a desirable maximum of about 15 minutes.

Wear high visibility clothing and carry their traffic control identification.

Maintain an approved logbook to record experience gained as a trainee Traffic Controller.

Not obstruct drivers’ view of or be partially hidden by other road signs and devices.

Give definite and clear signals.

When two traffic controllers are used, be visible to one another or have radio communication so that the flow of traffic from

each direction can be co-ordinated.










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6.0 Work on Footpaths

6.1 Pedestrian Considerations

Due consideration to pedestrians shall be given before proceeding with LORAC works on or adjacent to footpaths. By

definition catering for pedestrians means catering for the different modes of travel used by pedestrians such as walking or

cycling and for people with different characteristics such as disabilities. It also means that LORAC shall take into account the

fact that pedestrians are often distracted or in a hurry. Some of the considerations that may need to be taken in any design for

a travel path are listed below.

6.1.1 Width of Travel Path

People with ambulant disabilities (i.e. using a walking aid) require a clear width of 1,000 mm.

People who use wheel chairs require a clear width of 1,200 mm.

If it is not practical to provide the above widths on the footpath it may be necessary to consider part closure of the road

together with appropriate barriers, etc.

6.1.2 Pedestrian Safety Points

The following pedestrian safety points should be included in the final control measures by the LORAC supervisor. These

points should be observed before the work is commenced. This is not an exhaustive list and should be updated by the

supervisor according to the circumstances at the work site.

6.1.3 All pedestrians

Always look at the pedestrian's routes. For example can pedestrians safely negotiate the work site? Can they negotiate

any “squeeze” points in and around the work site?

Check that the pedestrians’ routes are continuous through/adjacent to the work site

Determine the most applicable time of the day to conduct the works taking into account both normal and peak hour times.

Determine what is the most appropriate means for pedestrians to negotiate the site? That is either through, past or

around the site?

Where applicable ensure that any barriers erected do not force pedestrians to cross at an inappropriate location.

Can parking of the LORAC vehicles be managed to maximise the sight lines?

6.1.4 Enhances Access (Youth, Elderly, Prams, or People with disabilities) Pedestrians

Is the travel path relatively smooth and clear of overhanging foliage?

Is the work site adequately illuminated?

Are barriers erected to guide children past or through the work site?

Are travel paths continuous through the scheme?

Shall any road signs/devices obstruct the vision of or visibility to, the young pedestrian?


Can the work site be identified by visually impaired people?

Is the width of the travel path sufficient to cater for wheelchairs, prams, etc?

6.1.5 Intoxicated Pedestrians

Is the area one in which intoxicated pedestrians can be expected?

Where appropriate are barriers in place to guide them past or through the work site?

Are drivers given every chance of seeing the pedestrian?


6.1.6 Construction Traffic and Vehicles

When considering the traffic control measures it should be noted that construction traffic and vehicles needs to be taken

into account as this can affect the traffic control measures adopted.










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7.0 Consultation with Relevant Stakeholders

The project’s engagement strategy aims to inform and engage community and relevant stakeholders in a constructive,

transparent and fair process. Further details of LORAC’s commitment to community consultation can be obtained from the

Community Liaison Implementation Plan (CLIP). The CLIP presents the strategy’s objectives, guiding principles, delivery

framework, issues management approach and the communication tools and protocols that will support the strategy’s

implementation.

Prior to the closure or partial closure of any road or footpath the following stakeholders must be appropriately considered for

consultation in relation to the road occupancy to ensure that all requirements are addressed (see CLIP for complete list of

stakeholders):

- Roads and Maritime Services (RMS)

- Governing Local Council (namely):

o North Sydney Council

o Willoughby Council

o Ku-Ring-Gai Council

o Hornsby Council

- Transport for New South Wales (TfNSW)

- Sydney Trains

- Public Transport Providers

- Private Road Users

- Emergency Services (Police, Fire, Rural Fire, Ambulance, SES)

- Public Transport Users (Buses)

- Public Transport Users (Trains)










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8.0 Appendices Appendix A – Restricted Parking Zone Detail Table 3

Work Zone Area / Suburb Restricted Street /

Road / Lane / Etc.

Further Information

Work Zone 1 – Epping Epping Beecroft Road Between Epping Road and Old Beecroft Road

Carlingford Road Between Beecroft Road and Kent Street

Cliff Road Between Carlingford Road and Kent Street

Rawson Street Between Bridge Street and Carlingford Road

Ray Road Between Carlingford Road and Dunmore Road

Edensor Street Between Ray Road and Kandy Avenue

Canberra Street Between Edensor Street and Kandy Avenue

Cambridge Street From Epping Road

Blaxland Road Between Epping Road and Maida Road

Epping Road Between High Street and Essex Street

Oxford Street Between Pembroke Street and Derby Street

Chester Street Between Cambridge Street and Oxford Street

Surrey Street Between Cambridge Street and Oxford Street

Work Zone 2 – North

Sydney

North Sydney Blue Street To William Street

Blues Point Road Between Lavender Street and Blue Street

Williams Street From Blues Point Road to Mount Street

Miller Street From Blue Street to Berry Street

Mackenzie Street From Miller Street to Walker Street

Middlemiss Street From Walker Street to Lavender Street

Walker Street From Lavender Street to Mount Street

Walker Lane To Middlemiss Street

Lavender Street Between Blues Point Road and Middlemiss

Street

Arthur Street Between Lavender Street and Mount Street

Union Street Between Dumbarton Street and Blues Point

Road

Work Zone 3 –

Waverton to

Wollstonecraft

Waverton Whatmore Lane To Bay Road

Bay Road Between Whatmore Street and Waverton

Avenue

Carr Street Between Bay Road and Euroka Street

Clifton Street To Carr Street

Woolcott Street Between Bay Road and Euroka Street

Euroka Street Between Bank Lane and Euroka Lane

Bank Lane Between Commodore Crescent and Bank

Street

Commodore

Crescent

To Union Street

Union Street Between Bank Lane and Dumbarton Street

Wollstonecraft Telopea Street Between Milray Avenue and Shirley Road

Shirley Road Between Cable Street and Newland Street

Belmont Avenue Between Shirley Road and Newlands Street










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Road / Lane / Etc.

Further Information

Bridge End Between Belmot Avenue and Walumetta Drive

Walumetta Drive Between Bridge End and Gas Works Road

Milner Crescent Between Belmont Avenue and Russel Street

Russel Street Between Shirley Lane and River Road

Work Zone 4 – St

Leonards to Artamon

St Leonards Pacific Highway Between Reserve Road and Albany Street

Berry Road Between Pacific Highway and Marshall

Avenue

Marshall Lane Between Berry Road and Canberra Avenue

Reserve Road Between Pacific Highway and Westbourne

Street

Herbert Street Between Pacific Highway and Westbourne

Street

Christie Street Between Oxley Street and Evans Lane

Sergeants Lane Between Christie Street and Chandos Street

Evans Lane Between Christie Street

Atchison Lane Between Christie Street and Oxley Street

Atchison Street Between Christie Street and Oxley Street

Chandos Street From St Leonards Station to Oxley Street

Henry Lane Between Christie Street and Oxley Street

Northcote Street Between Christie Street and Mitchell Street

Plunket Street Between Northcote Street and Henry Lane

Mitchell Street Between Albany Lane and Ross Street

Darvall Street Between Henry Lane and Dalleys Road

Artarmon Abbott Road Between Jersey Road and McMillan Road

McMillan Road Between Abbott Road and Hampden Road

Jersey Road Between Buller Road and Hampden Road

Broughton Road Between Buller Road and Hampden Road

Francis Road Between Buller Road and Hampden Road

Hampden Lane Between Barham Lane and Barton Road

Hampden Road Between Brand Street and Barton Road

Elizabeth Street Between Muttama Road and Tindale Road

Burra Road Between Tindale Road and Harden Road

Muttama Road Between Elizabeth Street and Shepherd Road

Tindale Road Between Burra Road and Shepherd Road

Cameron Avenue Between Tindale Road and Harden Road

Artarmon Road Between Elizabeth Street and Harden Road

Work Zone 5 –

Chatswood

Chatswood Mowbray Road Between Hampden Road and Devonshire

Street

Orchard Road Between Mowbray Road and Albert Avenue

Nelson Street Between Pacific Highway and Orchard Street

Hopetoun Avenue To Orchard Road

Orchard Road To Orchard Road

Nea Street To Orchard Road

Young Street Between Nea Street and Mowbray Road

Johnson Street Between Orchard Road and Erskine Street










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Road / Lane / Etc.

Further Information

Victor Street Between Johnson Street and Albert Avenue

Albert Avenue Between Pacific Highway and Spring Street

Day Street To Railway Street

Railway Street Between O’Brien Street and Victoria Street

Help Street Between Pacific Highway and Anderson Street

Anderson Street Between Victoria Avenue and Ashley Street

McIntosh Street Between Help Street and Anderson Street

Wattle Lane Between McIntosh Street and Anderson Street

Daisy Street Between Anderson Street and Archer Street

Tulip Street Between Anderson Street and Archer Street

Wilson Street Between Pacific Highway and Anderson Street

Zinnia Lane Between Anderson Street and Archer Street

Violet Street Between Anderson Street and Archer Street

Nichols Lane Between Anderson Street and Archer Street

Work Zone 6 –

Roseville to Lindfield

Roseville Pacific Highway Between Burleigh Street and Clanville Road

Eaton Road Between Pacific Highway and Strickland

Avenue

Clanville Road Between Pacific Highway and Kelburn Road

Rawhiti Street Between Waimea Road and Clanville Road

Strickland Avenue Between Lindfield Avenue and Waimea Road

Waimea Road Between Strickland Avenue and Kelburn Road

Kelburn Road Between Waimea Road and Clanville Road

Lindfield Pacific Highway Between Highfield Road and Gladstone

Parade

Beaconsfield

Parade

Between Pacific Highway and Drovers Way

Woodford Lane Between Beaconsfield Parade and Bent

Street, including Public Parking lots within this

area

Bent Street Between Newark Crescent and Pacific

Highway

Balfour Street Between Balfour Lane and Pacific Highway

Lindfield Avenue Between Woodside Avenue and Strickland

Avenue

Tyron Place

Tyron Road Between Lindfield Avenue and Milray Street

Kochia Lane Between Lindfield Avenue and Havilah Lane

Havilah Lane Between Kochia Lane and Havilah Road

Havilah Road Between Pacific Highway and Milray Street

Woodside Avenue Between Lindfield Avenue and Highgate Road

Treats Road Between Pacific Highway and Lindfield Avenue

Wolseley Road Between Treatts Road and Pacific Highway

Work Zone 7 – Killara

to Gordon

Killara Marian Street Between Pacific Highway and Culworth

Avenue

Lorne Avenue Between Pacific Highway and Culworth

Avenue, including Public Parking lots










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Road / Lane / Etc.

Further Information

Powel Street Between Pacific Highway and Karanga

Avenue

Culworth Avenue Between :Powell Street and Stanhope Road

Werona Avenue Between Powell Street and Stanhope Road

Arnold Street Between Werona Avenue and Karranga

Avenue

Locksley Street Between Werona Avenue and Arnold Street

Maples Avenue From Werona Avenue

Lynwood Avenue Between Werona Avenue and Locksley Street

Gordon Pacific Highway Between Park Avenue and Ravenswood

Avenue

Ravenswood

Avenue

Between Pacific Highway and Henry Street

Church Hill Lane Between Pacific Highway and Henry Street

St Johns Avenue Between Pacific Highway and Wade Lane

Clipsham Lane Between St Johns Avenue and Wade Lane

Henry Street Between Ravenswood Avenue and St Johns

Avenue

Wade Lane Between St Johns Avenue and Park Avenue,

including all Public Parking lots

Werona Avenue Between Henry Street and Park Avenue

Robert Street Between Werona Avenue and Rosedale Road

Khartoum Lane Between Werona Avenue and Rosedale Road

Khartoum Avenue Between Werona Avenue and Rosedale Road

Park Lane Between Werona Avenue and Rosedale Road

Work Zone 8 – Pymble

to Turramurra

Pymble Orinoco Street From Livingstone Avenue

Livingstone Avenue Between Orinoco Street and Pacific Highway

Everton Street Between Livingstone Avenue and Pymble

Avenue

Pymble Avenue Between Rand Avenue and Avon Road

Avon Road Between Pymble Avenue and Arilla Road

Pacific Highway Between Grandview Street and Telegraph

Road

Grandview Street Between Mona Vale Road and Pacific

Highway

Walton Close From Grandview Street

Fern Street Between Grandview Street and Mona Vale

Road

Wellesley Road Between Grandview Street and Mocatta

Avenue

Station Street Between Grandview Street and Church Street

Alma Street Between Grandview Street and Taunton Street

Post Office Street Between Pacific Highway and Park Crescent

Post Office Lane From Post Office Street

Park Crescent Between Alma Street

Taunton Street Between Alma Street and Taunton Lane










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Road / Lane / Etc.

Further Information

Telegraph Road Between Pacific Highway and Bungalow

Avenue

Turramurra Boyd Street Between Jersey Street and Kissing Point Road

Kissing Point Road Between Boyd Street and Pacific Highway

Duff Street Between Allan Avenue and Pacific Highway

William Street Between Pacific Highway and Higgs Lane

Higgs Lane Between Pacific Highway and William Street

Forbes Lane Between Ray Street and William Street

Ray Street From Pacific Highway

Ku-Ring-Gai

Avenue

Between Pacific Highway and Womerah Street

Turramurra Avenue Between Pacific Highway and Nulla Nulla

Street

Rohini Street Between Pacific Highway and Cherry Street

Eastern Road Between Rohini Street and King Street

Gilroy Lane Between Gilroy Road and Turramurra Avenue

Gilroy Road Between Eastern Road and Brentwood

Avenue

Olive Lane Between Rohini Street and Eastern Road

Work Zone 9 –

Warrawee to

Wahroonga

Warrawee Heydone Avenue Between Borambil Street and Pacific Highway

Borambil Street Between Pacific Highway and Herdone

Avenue

Yosefa Avenue To Heydone Avenue

Eulbertie Avenue Between Herdon Avenue and Pacific Highway

Wahroonga Redleaf Avenue Between Pacific Highway and Millewa Avenue

Redleaf Avenue Between Pacific Highway and Millewa Avenue

Redleaf Lane Between Coonanbarra Road, Railway Avenue

and Redleaf Avenue

Woodville Avenue Between Redleaf Avenue and Pacific Highway

Coonanbarra Road Between Pacific Highway and Warwilla

Avenue

Millewa Avenue Between Cleveland Street and Coonanbarra

Road

Cleveland Street Between Millewa Avenue and Billyard Avenue

Illoura Lane Between Millewa Avenue and Stuart Lane

Illoura Avenue Between Redleaf Avenue and Stuart Lane

Work Zone 10 –

Waitara

Waitara Yardley Avenue Between McAuley Place and Pacific Highway

Urwin Road Between The Avenue and Pacific Highway

Pacific Highway Between Romsey Street and Carden Avenue

Carden Avenue Between Pacific Highway and Ingram Road

Waitara Avenue Between Pacific Highway and Alexandria

Parade

Romsey Street Between Pacific Highway and Pattison

Avenue, including all Public Parking lots

Balmoral Street Between Alexandria Parade and Park Lane

Park Avenue Between Alexandria Parade and Park Lane










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Road / Lane / Etc.

Further Information

Waitara Avenue Between Alexandria Parade and Park Lane

Orara Street Between Alexandria Parade and Edgeworth

David Avenue

Romsey Street Between Alexandria Parade and Edgeworth

David Avenue

Alexandria Parade Between Pattison Avenue and Balmoral Street

Work Zone 11 –

Hornsby

Hornsby Railway Parade Between George Street and Stephen Street

Denison Street Between Railway Parade and Miller Avenue

Stephen Street Between Railway Parade and Sherbrook Road

Lessing Street Between Stephen Street and Lockwood Street

Lockwood Street Between Lessing Street and Sherbrook Road

Heath Street Between Lockwood Street and Olive Street

Olive Street Between Lockwood Street and Winston Street










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Appendix B – Heavy Vehicle Access Route Detail Table 4

Work Zone Area / Suburb Access Gate Arrival Information Departure Information

Work Zone 1 –

Epping

Epping Beecroft

Road (2)

Exit left (south bound only) from Cumberland Highway onto Beecroft Road, exit left onto Beecroft Road access gates.

Exit left from access gates onto Beecroft Road, left onto Epping Road (south bound) or right onto Carlingford Road and right onto Pennant Hills Road (north bound).

Work Zone 2 –

North Sydney

North Sydney Blue Street

(2)

(South bound) — South on Miller Street, left onto Blue Street, proceed to access gates. (North bound) – Exit left off Bradfield Highway, first left onto Blue Street, first left onto Blue Street, proceed to access gates.

Exit left from access gates, first right onto Blue Street, first left onto Pacific Highway, OR, head north onto Walker Street, first right onto Berry Street and right onto Bradfield Highway.

Work Zone 3 –

Waverton to

Wollstonecraft

Waverton Union Street Exit Pacific Highway onto Bay Road, left onto Carr Street, right onto Euroka Street, right onto Union Street, right onto Union Street access gate.

Exit right from access gate, left onto Blues Point Road, exit onto Pacific Highway (proceed north or south bound).

Bay Road Exit Pacific Highway onto Bay Road, left to Bay Road access gate.

Exit right from access gate, follow Bay Road to Pacific Highway (proceed north or south bound.

Wollstonecraft Bridge End Exit Pacific Highway onto Shirley Road, right onto River Road, left onto Russel Street, south on Russell Street, right onto Miner Crescent, straight onto Belmont Avenue, exit right onto Bridge End access gate.

Exit left onto Bridge End, right onto Belmont Avenue, right onto Newlands Street, right onto Morton Street, left on Rocklands Road, exit onto Pacific Highway (north or south bound).

Shirley Road Exit Pacific Highway onto Shirley Road, right onto River Road, left onto Russel Street, south on Russell Street, right onto Miner Crescent, right onto Shirley Road, exit left onto access gate.

Exit right from access gate, straight on Shirley Road, second exit through roundabout onto Newlands Street, right onto Morton Street, left onto Rocklands Road, proceed to Pacific Highway (north or south bound)

Russell Street Exit Pacific Highway onto Shirley Road, right onto River Road, left onto Russel Street, south on Russell Street, right to access gate.

Exit right from access gate, left onto Milner Crescent, left onto Shirley Road, proceed to Pacific Highway (north or south bound).

Work Zone 4 –

St Leonards to

Artarmon

St Leonards Canberra

Avenue

Exit left (north bound) or right (south bound) from Pacific Highway onto Berry Road, left onto Marshall Lane, right onto Canberra Avenue, exit left to Canberra Avenue access gate.

Exit left from access gate, right onto Marshall Avenue, right onto Berry Road, proceed to Pacific Highway (north or south bound).

Nicholson

Place

Exit left (south bound) or right (north bound) from Pacific Highway onto Christie Street, left onto Nicholson Place, exit right into carpark and proceed to access gate.

Exit left from carpark and access gate, second exit through roundabout onto Chandos Street, proceed to Willoughby Road (north or south bound).

Artarmon Lamb Street Exit Pacific Highway onto Herbert Street, right onto Cleg Street, right onto Lambs Road and exit left onto Lambs Road access gate.

Exit right from access gate, follow Lambs Road onto Punch Street, left onto Herbert Street, proceed to Pacific Highway (north or south bound).










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Francis Street Exit Pacific Highway onto Herbert Street, right onto Cleg Street, right onto Lambs Road, left onto Francis Street, exit left onto Francis Street Access Gate.

Exit right from access gate, right onto Lambs Road, follow to Punch Street, left onto Herbert Street and proceed to Pacific Highway (north or south bound).

Hampden

Street

Exit Pacific Highway onto Herbert Street, exit right onto Hampden Road access gate.

Exit right from access gate, follow Hampden Road, first exit through roundabout to Hampden Road, left onto Mowbray Road, proceed to Pacific Highway (north or south bound).

Burra Road Exit left (south bound) or right (north bound) from Pacific Highway, right onto Elizabeth Street, proceed to Burra Road, exit right onto Burra Road access gate.

Exit right from access gate, left onto Cooney Road, left onto Artarmon Road, right onto Elizabeth Street, left onto Mowbray Road, proceed to Pacific Highway (north or south bound).

Work Zone 5 –

Chatswood

Chatswood Drake Street Exit left (south bound) or right (north bound) from Pacific Highway onto Mowbray Road, right onto Elizabeth Street, right onto Drake Street, proceed to Drake Street access gate.

Exit straight from access gates onto Drake Street, left onto Elizabeth Street, left onto Mowbray Road, proceed to Pacific Highway (north or south bound).

Hopetoun

Avenue

Exit left (south bound) or right (north bound) from Pacific Highway onto Mowbray Road, left onto Orchard Street, left onto Hopetoun Avenue, proceed to Hopetoun Avenue access gate.

Exit straight from Hopetoun Avenue access gates, left onto Orchard Street, left onto Albert Avenue, proceed to Pacific Highway (north or south bound).

Wilson Street Exit left (south bound) or right (north bound) onto Boundary Street, right onto Archer Street, right onto Ashley Street, left onto Anderson Street, right onto Wilson Street and exit left onto Wilson Street access gate.

Exit left from access gate, proceed to Pacific Highway (south bound only).

Work Zone 6 –

Roseville to

Lindfield

Roseville Eaton Street Exit left (south bound only) from Pacific Highway onto Eaton Street, proceed to Eaton Street access gate.

Exit straight from access gate, proceed to Pacific Highway, exit left (south bound only) onto Pacific Highway.

Strickland

Avenue

Exit left (south bound only) from Pacific Highway onto Lindfield Avenue, right onto Strickland Avenue, right onto Strickland Avenue access gate.

Exit right from access gate onto Strickland Avenue, follow to Waimea Road, left onto Waimea Road, left onto Chelmsford Avenue, right onto Strickland Avenue, left onto Lindfield Avenue, proceed to Pacific Highway, exit left onto Pacific Highway (south bound only).

Lindfield Tyron Place Exit left (south bound only) from Pacific Highway, left onto Tyron Place, straight to Tyron Place access gate.

Exit straight from access gate, exit left onto Pacific Highway (south bound only).

Treatts Road Exit left (south bound only) from Pacific Highway, left onto Stanhope Road, right onto Lindfield Avenue, right onto Treats road, exit right into Treatts Road access gate.

Exit left from access gate, exit left onto Pacific Highway (south bound only).

Work Zone 7 –

Killara to

Killara Culworth

Avenue

Exit left (south bound only) from Pacific Highway onto Powell Street, right onto Culworth

Exit left access gate (nearest to Killara Station), right onto Marian Street, proceed to Pacific










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Gordon Avenue, exit left onto access gate (nearest to Killara Station, or, continue to southern access gate).

Highway, exit left (south bound only) onto Pacific Highway. Exit left access gate (southern access gate), right onto Stanhope Road, proceed to Pacific Highway, exit left onto Pacific Highway (south bound only).

Gordon Henry Street Exit left (south bound) or right (north bound) Pacific Highway onto St Johns Avenue, right onto Henry Street, exit left onto access gate.

Exit left from access gate, follow Henry Street to Cecil Street, proceed to Pacific Highway, exit left onto Pacific Highway (south bound) or right onto Pacific Highway (north bound).

Werona

Avenue

Exit left (south bound only) off Pacific Highway onto Park Avenue, right onto Werona Avenue, exit right to Werona Avenue access gate.

Exit left from access gate, right onto McIntosh Street, left onto Rosedale Road, left onto Park Avenue, proceed to Pacific Highway, exit left (south bound only) onto Pacific Highway.

Work Zone 8 –

Pymble to

Turramurra

Pymble Pacific

Highway

Exit left (south bound only) from Pacific Highway into Pymble Station parking lot, proceed to access gate.

Exit access gate, proceed to Pacific Highway, exit left (south bound only) onto Pacific Highway.

Grandview

Street

Exit left (south bound only) from Pacific Highway onto Grandview Street, exit right onto Grandview Street access gate.

Option (1): Exit left from access gate, proceed left onto Grandview Street overbridge, proceed to Pacific Highway, exit left onto Pacific Highway (south bound only).

Turramurra Warragal

Road

Exit left from Pacific Highway (north bound only) onto Warragal Road, proceed to access gates.

Exit access gates and follow Warragal Road, right at Avoca Road, right at Catalpa Crescent, right onto Kissing Point Road, proceed to Pacific Highway, exit left (north bound) or right (south bound) onto Pacific Highway.

Work Zone 9 –

Warrawee to

Wahroonga

Warrawee Warrawee

Avenue

Exit left (south bound) or right (north bound) from Pacific Highway onto Coonanbarra Road, right onto Railway Avenue, right onto Millewa Avenue, right onto Warrawee Avenue, exit right onto Warrawee Avenue access gates.

Exit right from access gates, follow Warrawee Avenue south bound to Hastings Road, right onto Eastern Road, left onto Rohini Street, proceed to Pacific Highway, exit left (south bound) or right (north bound) onto Pacific Highway.

Hastings

Road

Exit left (south bound) or right (north bound) from Pacific Highway onto Coonanbarra Road, right onto Railway Avenue, right onto Millewa Avenue, right onto Warrawee Avenue, follow Warrawee Avenue to Hastings Road, exit right onto Hastings Road access gates.

Exit right from access gates right onto Eastern Road, left onto Rohini Street, proceed to Pacific Highway, exit left (south bound) or right (north bound) onto Pacific Highway.

Wahroonga Millewa

Avenue

Exit left (south bound) or right (north bound) from Pacific Highway onto Coonanbarra Road, right onto Railway Avenue, left onto Illoura Avenue, second exit at the roundabout onto Stuart Street, right onto Cleveland Street, exit left onto Millewa Avenue access gate.

Exit left from acess gate, right onto Illoura Avenue, left onto Millewa Avenue, right onto Coonanbarra Road, left onto Edgeworth David Avenue, proceed to Pacific highway, exit left (south bound) or right (north bound) onto Pacific Highway.

Warrwilla Exit left (south bound) or right Exit right from access gates right










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Avenue (north bound) from Pacific Highway onto Coonanbarra Road, left onto Warwilla Avenue, exit right onto Warwilla Avenue access gate.

onto Warwilla Avenue, first exit at roundabout onto Woonona Avenue South, proceed to Pacific Highway, exit left (south bound only) onto Pacific Highway.

Work Zone 10 –

Waitara

Waitara Waitara Avenue

Exit left (south bound only) from Pacific Highway, proceed to Waitara Avenue access gate.

Exit straight from access gate, proceed to Pacific Highway, exit left (south bound only) from Pacific Highway.

Pattison

Avenue

Exit left (south bound only) from Pacific Highway onto Romsey Street, left onto Pattison Avenue, exit right onto Pattison Avenue access gate.

Exit right from access gate, follow Pattison Avenue to Leonard Street, proceed to Pacific Highway, exit left (south bound only) onto Pacific Highway.

Alexandria

Parade (near

Romsey

Street)

Exit left (south bound) or right (north bound) from Pacific Highway onto Edgeworth David Avenue, right onto Romsey Street, proceed through roundabout to access gate.

Exit right from roundabout through third exit onto Alexandria Parade, left onto Waitara Avenue, left onto Park Avenue, left onto Edgeworth David Avenue, proceed to Pacific Highway, exit right (north bound) or left (south bound) onto Pacific Highway.

Alexandria

Parade (near

Myra Street)

Exit left (south bound) or right (north bound) from Pacific Highway onto Edgeworth David Avenue, right onto Romsey Street, first exit through roundabout onto Alexandria Parade, exit right into Alexandria access gate.

Exit right from access gate, left onto Myra Street, left onto Edgeworth David Avenue, proceed to Pacific Highway, exit right (north bound) or left (south bound) onto Pacific Highway.

Work Zone 11 –

Hornsby

Hornsby Railway

Parade (near

Denison

Street)

Exit right into Railway Parade from George Street, exit left into Railway Parade access gate.

Exit right from access gate onto Railway Parade, exit onto George Street.

Railway

Parade (near

Stephen

Street)

Exit right into Railway Parade from George Street, exit left into Railway Parade access gate.


Stephen

Street

Exit right into Railway Parade from George Street, follow Railway Parade to Stephen Street, exit left into Stephen Street access gate.











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Appendix C – Planned Road Occupancy Sites & Plans Table 5

Work Zone Access Gate Scope Information TCP Notes

Work Zone 4 -

St Leonards to

Artarmon

Brand St

N30 10.548 U

GST (Galvanised Steel Trough) fixed to overbridge above Brand St requires maintenance as well as installation of new HV cables and signalling assets. To enhance safety and manage risks of object falling onto the road/traffic below an exclusion zone below the bridge looks to be established. These works are critical to the rail line closure and HV isolations granted for WE33 (10

th & 11

th of

February 2018.

TCP ref: K01-TCP-017 Partial road closure (One lane temporarily closed at a time) with Stop/go traffic flow control to manage exclusion zone for work on rail overbridge above. Willoughby Council Road Occupancy Permit required for partial closure.










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Appendix D – Traffic Control Plan Register










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Appendix E – Traffic Control Plans

e-t-8-0947 traffic management plan - laing o'rourke€¦ · 2257 – hseq compliance traffic...

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