pec553. td. cv. rep. 000l pec553 td cv rep 000 · pec553. td. cv. rep. 000l fitzgerald street bus...
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PEC553. TD. CV. REP. 000L
Fitzgerald Street Bus Priority Design Basis eport
FITZGERALD STREET Bus PRIORITY
James Streetto Walcott Street
Design Basis Report
Public Transport Authority
Revision O
Revision O
Page I. of 7
FOR
PEC553 TD CV REP 000
Revision
A
o
Date
05 03 2015
10 03 2015
10-Mar-2015
Issued for Client Review
Issued for Use
Comment
This document is proprietary to KBR.Paper copies of this document are UNCONTROLLED.
Please refer to the KBR Management System website forthe current version
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Signatures
Attachment 1
Page 1 of 18
PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 2 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
TABLE OF CONTENTS Description Page
1. GENERAL 3 1.1 Introduction 3 1.2 Scope of work 3 1.3 Scope of services 3 1.4 Specifications and Standards 4 1.5 Reports and Supplied Information 4
2. DESIGN PHILOSOPHY 4 2.1 Pavement marking and signing design 4
2.1.1 Bus lane signs 4 2.1.2 Clearway signs 5 2.1.3 Extent of bus lanes 5 2.1.4 Cycle shelters 6
3. DESIGN DRAWINGS 6
4. OTHER CONSIDERATIONS 6
5. ATTACHMENTS 7
Attachment 1
Page 2 of 18
PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 3 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
1. GENERAL
1.1 Introduction
The Public Transport Authority (PTA) has undertaken conceptual planning for future bus priority works along Fitzgerald Street. Part of the bus priority program is to provide some relief at significant congestion points in the bus network, particularly along key public transport corridors. It is thought that Bus priority can somewhat fill the gap left due to the deferral of the MAX light rail project.
PTA have awarded KBR the detailed design for the implementation of peak period bus lanes on Fitzgerald Street between James Street and south of Walcott Street.
This Basis of Design Report is intended to outline design criteria and assumptions specifically relating to the project for the approval of PTA. This report is not intended for use for any other purpose or project.
1.2 Scope of work
The Consultant shall develop a detailed design plan for a kerbside bus only peak period lane on Fitzgerald St, from just south of Walcott St to just north of James St, in both directions.
The bus lanes are to be a temporary measure and as such will require basic line marking and signing only, with addition of BUS ONLY patches along the route at relevant locations (i.e. where new traffic to the road will need to identify that the lane is BUS ONLY (this is noted in the conceptual plans to be provided).
1.3 Scope of services
Undertake a detailed design of the peak period bus lane, showing any required infrastructure changes.
Identify any constraints on using the kerbside lane for bus priority lanes.
Report on the design, including any constraints identified that would create difficulty when constructing the bus lanes.
Seek approvals from Main Roads WA for the final designs.
Assess the existing road infrastructure and identify any potential issues e.g. the existing road humps.
Identify at what point the bus lanes can feasibly commence on Fitzgerald Street south of its intersection with Walcott Street.
Identify two locations where a proposed bus/bike shelter could be reasonably placed along the corridor. Ensuring its visibility (for security) and ensuring it does not impact on the visibility of existing ADSHEL bus shelters.
Attachment 1
Page 3 of 18
PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 4 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
Any infrastructure proposed for the bus lanes should not preclude the introduction of a light rail system.
1.4 Specifications and Standards
1) Australian Standard 1742.12 Bus, Transit, Tram and Truck Lanes
2) Main Roads Web Guideline Document No. 67-08-5; “Traffic Control Devices for General Use”
3) Main Roads standard drawings
4) Main Roads Specification 601 Signs and Specification 603 Pavement Markings
1.5 Reports and Supplied Information
1) PTA consultancy request No. 20152879
2) Aecom Report No. 60328087 – Fitzgerald St bus lane concept study
3) Survey file XR_FITZGERALD SURVEY.dwg
2. DESIGN PHILOSOPHY
2.1 Pavement marking and signing design
The pavement marking will generally be as existing with the peak period bus lanes delineated with yellow marking with the addition of AM (or PM) BUS LANE roads marking at the start of the lane and at each side road, similar to the Beaufort St installation. Red asphalt will not be required.
Signing will generally be as existing, since all the current parking restrictions will remain during off-peak periods, with the exception of the Clearway signing as noted below, and the addition of bus lane start/end signing as appropriate.
2.1.1 Bus lane signs
Bus lane signs will be provided at the start of the lane and at each side road in accordance with Main Roads sign MR-RE-12 as per drawing 201431-0030. Note that this shows bus, taxi and cycles permitted as per the Beaufort St installation. End bus lane (Aust Standard sign R-7-1-1 + R-7-4) will be provided immediately prior to the termination of the lanes at each end.
Refer attachment 1 for typical signs and installation details.
Times of operation will be as per the Beaufort St bus lanes, ie:
City of Perth (James St to Newcastle St):
AM (southbound)
6:30 – 9 AM MON-FRI
PM (northbound)
Attachment 1
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PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 5 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
4 – 6:30 PM MON-FRI
City of Vincent (Newcastle St to Walcott St)
AM (southbound)
7:30 – 9 AM MON-FRI
PM (northbound)
4:15 – 6 PM MON-FRI
2.1.2 Clearway signs
Unless in poor condition, the existing Clearway and parking signs will be retained and plated with revised times to match the times of operation of the bus lanes as above.
Existing ‘tow away” and other signing will be retained.
2.1.3 Extent of bus lanes
On 5 March 2015 a site meeting was held attended by:
Roger Gutteridge (KBR)
Will Bowyer (KBR)
Keith Dodds (PTA)
Graham Newson (City of Perth)
Craig Wilson (City of Vincent)
Gani Pablo (Main Roads WA)
At this meeting it was agreed that the extent of work would be as follows:
Northbound
Start - at the existing bus stop approx. 60m past the James St intersection. ‘BUS LANE AHEAD’ signs and markings to be installed prior to the start as per attachment 3 Figure 1.
End – ends as the existing Walcott St queue jump lane starts.
Southbound
Start – the existing southbound exit from the Walcott St intersection is on a tight bend with a short merge from 3 lanes to 2. Two options for the start of the bus lane have been identified as follows:
1) Preferred option
Attachment 1
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PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 6 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
Start at the existing bus stop approx. 180m past the Walcott St intersection. This location gives visibility past the curve to the start of the bus lane. It does not give the buses any significant disadvantage compared with the non-preferred option. This option is illustrated in attachment 3 Figure 2.
2) Non-preferred option
As per the Aecom Concept Study, the bus lane starts immediately after the Walcott St intersection. KBR considers that the combination of tight radius, limited visibility, short merge length and confusion as to whether the left hand lane is open or closed (depending on the time of day) is undesirable. This option is illustrated in attachment 3 Figure 3.
End – at the stop line on James St. It was noted that there is a disused bus stop between John St and James St. No change is proposed for this.
2.1.4 Cycle shelters
One location for a cycle shelter was identified adjacent to Woodville Reserve, on the west side of Fitzgerald St between Farmer St and Namur St. There is an existing bus shelter and pedestrian crossing point at this location.
The existing chainlink fence would need to be set back into the park to enable location of the shelter. Refer Attachment 2 for the draft shelter design.
3. DESIGN DRAWINGS
Design drawings will be at 1:500 scale and adhere to Main Roads standards.
4. OTHER CONSIDERATIONS
1) As provision of bus lanes is temporary, only line marking is proposed. No infrastructure changes have been identified as needing amendment. All existing constraints such as poles, kerbs, trees and awnings are existing and will not be affected by the bus lane.
2) Similarly the speed control cushions between Alma Road and Angove Street are currently traversed satisfactorily by buses and will still be needed for off peak times, so these will be retained.
3) The design is based on survey carried out for the Perth Max project and supplied by PTA. It is assumed that no changes have been made subsequent to survey which would affect the design.
4) The future implementation of Perth Max light rail is not affected by the proposed bus lane works.
Attachment 1
Page 6 of 18
PEC553-TD-CV-REP-0001 Revision 0 Fitzgerald Street Bus Priority Design Basis Report Page 7 of 7
10-Mar-2015 This document is proprietary to KBR.
Paper copies of this document are UNCONTROLLED. Please refer to the KBR Management System website for the current version
5. ATTACHMENTS
Attachment 1 Main Roads & Australian Standard drawings
Attachment 2 Draft cycle shelter design
Attachment 3 Lane termination options
Attachment 1
Page 7 of 18
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