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Roads and Maritime Supplement to Australian Standard 1742 Manual of Uniform Traffic Control Devices parts 1-15 Version 2.4 General Austroads has released the Guide to Traffic Management and all road agencies across Australasia have agreed to adopt the Austroads guides to provide a level of consistency and harmonisation across all jurisdictions. This agreement means that the new Austroads guides and the Australian Standards, which are referenced in them, will become the primary technical references for use within the Agency. This supplement is issued to clarify, add to, or modify the Australian Standard 1742 Manual of Uniform Traffic Control Devices. Roads and Maritime Services accept the principles in the Australian Standard Manual of Uniform Traffic Control Devices with variations documented in this supplement under the following categories: Roads and Maritime Enhanced Practice: Roads and Maritime practices which enhance the Australian Standards. Roads and Maritime Complementary Material: Roads and Maritime traffic reference material that complements the Australian Standards. These documents include Roads and Maritime Manuals, Technical Directions and/or other reference material and are to be read in conjunction with the Australian Standards. Roads and Maritime Departures: Roads and Maritime traffic practices that depart from the Australian Standards. Note: If there are any differences in practice between the Supplement and other Roads and Maritime complementary material, the Supplement will apply. For other associated supplements see the Roads and Maritime supplement for Austroads Guide to Traffic Management, RMS supplement for Austroads Guide to Road Design and RMS supplement for Austroads Guide to Road Safety. All road signage mentioned in this part should be checked against the Road sign register. Roads and Maritime Supplement to Australian Standard Version 2.4 31 August 2016 Supersedes version: 2.3 1 | 35 Note: Printed copies of this document are uncontrolled
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Australian Standard Supplement · Roads and Maritime Supplement to Australian Standard 1742 Manual of Uniform Traffic Control Devices parts 1-15 Version 2.4 General Austroads has

Aug 12, 2018

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Page 1: Australian Standard Supplement · Roads and Maritime Supplement to Australian Standard 1742 Manual of Uniform Traffic Control Devices parts 1-15 Version 2.4 General Austroads has

Roads and Maritime Supplement to Australian Standard 1742 Manual of Uniform Traffic Control Devices parts 1-15 Version 2.4

General

Austroads has released the Guide to Traffic Management and all road agencies across Australasia have agreed to adopt the Austroads guides to provide a level of consistency and harmonisation across all jurisdictions. This agreement means that the new Austroads guides and the Australian Standards, which are referenced in them, will become the primary technical references for use within the Agency.

This supplement is issued to clarify, add to, or modify the Australian Standard 1742 Manual of Uniform Traffic Control Devices.

Roads and Maritime Services accept the principles in the Australian Standard Manual of Uniform Traffic Control Devices with variations documented in this supplement under the following categories:

• Roads and Maritime Enhanced Practice: Roads and Maritime practices which enhance the Australian Standards.

• Roads and Maritime Complementary Material: Roads and Maritime traffic reference material that complements the Australian Standards. These documents include Roads and Maritime Manuals, Technical Directions and/or other reference material and are to be read in conjunction with the Australian Standards.

• Roads and Maritime Departures: Roads and Maritime traffic practices that depart from the Australian Standards.

Note: If there are any differences in practice between the Supplement and other Roads and Maritime complementary material, the Supplement will apply.

For other associated supplements see the Roads and Maritime supplement for Austroads Guide to Traffic Management, RMS supplement for Austroads Guide to Road Design and RMS supplement for Austroads Guide to Road Safety.

All road signage mentioned in this part should be checked against the Road sign register.

Roads and Maritime Supplement to Australian Standard Version 2.4 31 August 2016 Supersedes version: 2.3

1 | 35 Note: Printed copies of this document are uncontrolled

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Roads and Maritime Supplement to Australian Standard 1742 parts 1-15 | Version 2.4

About this release

Title: Roads and Maritime Services Supplement for Australian Standard 1742, Manual of Uniform Traffic Control Devices parts 1-15

Document number: RMS 11.044

Version: 2.4

Prepared by: Lyndall Johnson, Network Operations

Contributors: Michael Buckley, Ken Saxby, Sharon Grierson, Dean Simmons, Ian Shanahan, Stefan Wielebinski, Tara McAuley, Peter Bache (Network & Safety Services); Fraser Johnson (Intelligent Transport Systems)

Endorsed and approved by:

Craig Moran, General Manager Road Network Operations

Date of approval and effect:

31 August 2016

Next review date: August 2019

Keywords: Traffic management, intersections, signs, linemarking, intelligent transport systems

Email for enquiries or feedback:

[email protected]

Document History

Version Date Reason for amendment Approved by

1.0 Jan 2011 Original Issue As Above

1.1 May 2011 Updated AS1742.2 S2.5, S4.7.4, S4.7.5.2, S5.5, S5.6.5.2, S5.7.2, S5.7.4. Updated AS1742.10 S6.5, S7, S9.2.

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

1.2 June 2011 Updated AS1742.2 S4.7.4 (fig 4.16A), S5.5. Updated AS1742.10 S6.5, S7, S8, S8.5. Updated AS1742.11 S3.5. Updated AS1742.13 S4.6.7.

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

1.3 December 2011

General – name change. Roads and Maritime Services (RMS) formally Roads and Traffic Authority (RTA). Updated AS1742.2 S2.12 (fig 2.5), S5.3, S5.3.7, S5.4, S5.5, S5.6.5.2 (fig 5.25). Updated 1742.10, General, S6.5 (fig 1), S7, S8, S8.5. Updated 1742.12, S5.7. Updated AS1742.13, S2.2, S4.6, S4.6.7. Updated AS1742.14, S6

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

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Version Date Reason for amendment Approved by

1.4 March 2012 Updated AS1742.2 S5.6.5.1 (Table 5.3) Updated link to latest version of Tourist Signposting. Updated AS1742.7, General. Updated AS1742.10, S8.6. Updated AS1742.14, S7.2.

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

2.0 July 2013 General – name change General Manager Traffic Management to General Manager Traffic and Safety Management. Removal of General Manager Safer Roads. Updated AS1742.1, S4. Updated AS1742.2, S2.12. Updated AS1742.2, S5.3.2.2 (c). Updated 1742.5, General. Updated 1742.6, General. Updated 1742.7, General. Updated 1742.9, General. Updated AS1742.10, S7. Updated AS1742.10, S8.6. Updated AS1742.10, S9.2. Updated AS1742.10, inclusion of “Appendix A”. Updated AS1742.11, General. Updated AS1742.13, General. Updated AS1742.14,S7.5.

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

2.1 January 2014

Updated AS1742.2, S4.2.5.2. Updated AS1742.2, S5.6.5.1 (Table 5.3).

R O’Keefe Mgr Traffic Policies, Guidelines & Legislation

2.2 October 2014

Updated references to TDT 2001/04b. Updated link to TfNSW shared zone policy. Included reference to TTD 2014/003.

W Wilson A/PM Policy, Research and Legislation

2.3 July 2016 Update supplement into new template. Update approvals to align with current organisational structure. 1742.2 D2.3 – vertical clearances for permanent VMS. 1742.14 section 6 – removed obsolete references. 1742.15 D2.2 – co-location of signs.

Craig Moran GM Road Network Operations

2.4 August 2016 1742.2 sections 3.8, 4.7.4 and 4.7.5.2 – align signage for zipper merges and lane changes with the Australian Standard.

Craig Moran GM Road Network Operations

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AS 1742.1 – 2003 Part 1 – General introduction and index of signs

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

Section 1

1.2 For revisions in other parts of AS1742, refer to AS1742.2 Preface.

1.6.6 RMS complementary material for retro-reflective and fluorescent products: • TDT 2007/01 - Use of Fluorescent Material for Road Signs. • TDT 2009/8 - Approved retro-reflective sheeting materials for road signs.

1.8 RMS practice for non-standard signs requires approval of the Manager Guidance and Delineation.

1.9 RMS practice for Acts, Regulations and Rules.

RMS role / purpose: • Transport Administration Act 1988

Road Classification/Road Authority Powers: • Roads Act 1993

Traffic Powers: • Road Transport Act 2013 • Road Transport (General) Regulation 2013 • A Guide to the Delegation to Councils for the Regulation of Traffic (including the operation of

Traffic Committees) (RMS).

Road Rules / enforcement powers: • Road Rules 2014 • Road Transport (General) Regulation 2013

Section 2 Regulatory Signs in this part should be checked against the Road sign register for RMS practice.

Section 3 Warning Signs in this part should be checked against the Road sign register for RMS practice.

Section 4 RMS practice for Guide Signs: • Guide Signposting (RMS) – internal working document only is the primary reference

document used by the RMS. • TDT 2013/01 – Management of Changes to a road name for a State Road in NSW. • TDT 2013/02 – Management of changes to Alphanumeric (MAB) Route marking system in

New South Wales.

Section 5 RMS complementary material for Temporary Hazards: • Traffic Control at Work Sites (RMS). • Road sign register.

Section 6 Hazard Markers in this part should be checked against the Road sign register and Delineation, Section 17 for RMS practice.

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AS 1742.2 – 2009 Part 2 – Traffic control devices for general use

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Delineation (RMS).

Section 1

1.4.3 Australian Standards states the definition of the word May: Indicates the existence of an option.

RMS practice is that when the word May is used as an option to check against the Road sign register and RMS guidelines for further details on this option.

1.6 RMS practice for Acts, Regulations and Rules.

RMS role / purpose: • Transport Administration Act 1988

Road Classification/Road Authority Powers: • Roads Act 1993

Traffic Powers: • Road Transport Act 2013 • Road Transport (General) Regulation 2013 • A Guide to the Delegation to Councils for the Regulation of Traffic (including the operation of

Traffic Committees) (RMS).

Road Rules / enforcement powers: • Road Rules 2014 • Road Transport (General) Regulation 2013

Section 2 Regulatory and Warning Signs in this part should be checked against the Road sign register for RMS practice.

2.5, 2.5.4 &

(Fig 2.2)

RMS practice uses RMS warrants and sight distance restrictions for Stop signs. Refer Road sign register.

RMS practice for linemarking at Stop signs: • A full line (300mm wide) shall be extended from the left hand edge of pavement to the

dividing line and a broken line (150mm wide, 600mm long, with 600mm spacing) shall be extended from the dividing line to right hand edge of pavement. Refer Delineation, Section 6.

• Uses RMS signs and warrants for Stop signs. Refer Stop signs in Road sign register.

2.5.5 Australian Standards states for Left turn slip-lane: Which requires entering traffic to give way to the intersecting traffic stream, a Give Way sign may be provided.

RMS practice is to provide a Turn Left At Any Time With Care (R2-16) sign. If required a Give Way sign may be used. In this instance the R2-16 would not be used.

2.7 For Signs used at Signals: • RMS complementary materials: Traffic Signal Design, Section 10 (RMS) and the Road sign

register.

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Part 2 – Traffic control devices for general use

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

• RMS practice uses RMS signs for No Right Turn, No Left Turn, and not the Australian Standard. Refer Road sign register.

• RMS practice does not allow the use of a U-turn permitted sign at traffic signals. However requests may be considered for a U-turn phase in special circumstances. Approval of Principal Manager Network Operations is required.

RMS practice does not allow vehicle hook turns at traffic signals.

2.8.5 RMS practice uses RMS signs for No Entry and not Australian Standard. Refer Road sign register.

RMS practice does not allow U-turn movements at traffic control signals. However requests may be considered for a U-turn phase in special circumstances. Approval of Principal Manager Network Operations is required.

2.8.7 The Road Rules only allow the use of one All Traffic Turn (R2-14) sign. A combination sign or the use of both signs together is not allowed.

2.8.10 (b) RMS practice for Authorised Vehicles Excepted (R9-229) sign must nominate the Organisation/Authority/Council or class of vehicle.

2.9.2.9 RMS complementary material for a major route turns through the intersection. Refer to Appendix B.

2.10 / 2.12 RMS complementary material for pavement markings at intersections: • Delineation, Section 6 (RMS). • Traffic Signal Design, Section 6 (RMS).

2.11 RMS complementary material for hazard markers and other devices: • Delineation, Section 17 (RMS).

2.12 (fig 2.3)

RMS practice for major rural intersection: • RRPMs are used to augment barrier lines and island outline markings.

2.12 (fig 2.5) RMS complementary material for major urban intersection with signals: • Traffic Signal Design (RMS). • Delineation, Section 6 (RMS). • RRPMs are used to augment traffic islands, approaches to medians, raised and painted

medians. Normal spacing between RRPMs. Refer Delineation (RMS) • No entry (R2-4) sign on a slip lane may be used if no physical separation (median) exists.

2.12 (fig 2.6) RMS practice is to augment traffic islands, approaches to medians, raised and painted medians with RRPMs. Refer Delineation, Section 15 (RMS).

2.12 (fig 2.7) RMS practice is to augment traffic islands, approaches to medians, raised and painted medians with RRPMs. Refer Delineation, Section 15 and Section 11 (RMS).

RMS practice for Delineation of Large Roundabouts: • Delineation, Section 11.

2.12 (fig 2.9) RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

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Part 2 – Traffic control devices for general use

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

2.12 (fig 2.10) RMS practice does not use Trap lane at urban intersection (G9-43-4) sign. Refer • Road sign register. • Guide signposting (RMS) – internal working document only, is the primary reference

document used by the RMS.

Section 3 Signs mentioned in this part should be checked against the Road sign register for RMS practice.

3.4.2 RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

3.4.3 RMS practice use No pedestrian, Bicycles, Animals beyond this point (R6-13) sign with bicycles restriction removed.

RMS practice use RMS signs for Freeways, Expressways and Motorways (R6-241, R6-242 and R6-243). Refer Road sign register.

Fig 3.6 RMS practice use Start and End Motorways (R6-241 and R6-243) signs. Refer Road sign register.

3.7 RMS complementary material for pavement markings on Expressways, Freeways and Motorways and at entry and exit ramps: • Delineation (RMS).

3.8 RMS practice for at entry/exit ramp to Expressway / Motorway / Freeway: • RMS uses Australian Standards, AS1742.2 – 2009, Section3, Figures 3.1 – 3.4.

3.8 (fig 3.1 & 3.2 RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

3.8 (fig 3.4 & 3.5) RMS practice does not use Left Lane Must Exit (R2-19) sign.

3.8 (fig 3.5) RMS practice for Guide signs: • Guide Signposting (RMS) – internal working document only, is the primary reference

document used by the RMS. • TDT 2013/01 – Management of Changes to a road name for a State Road in NSW. • TDT 2013/02 – Management of changes to Alphanumeric (MAB) Route marking system in

New South Wales.

Section 4 Signs mentioned in this part should be checked against the Road sign register for RMS practice.

4.2.2 RMS practice for pavement markings and delineation. Refer Delineation (RMS).

4.2.3 RMS complementary material for treatments between intersections: • Delineation (RMS).

4.2.4 RMS complementary material for Guide posts: • Delineation, Section 16 (RMS).

4.2.5 RMS complementary material for delineators: • Delineation, Section 16 (RMS).

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Part 2 – Traffic control devices for general use

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

4.2.5.2 RMS complementary material for delineators: • Green reflectors used for informal heavy vehicle stopping areas. Refer TG 2011 / SR02 –

Marking informal heavy vehicle stopping areas with green reflectors.

4.4.4 (fig 4.5) RMS practice for the signposting of substandard horizontal curves use RMS table. Refer Delineation, Section 17, Table 17.2 (RMS).

4.4.6 / 4.5 RMS complementary material for Advisory speeds: • Delineation, Section 17 (RMS).

4.6.7.2 RMS complementary material for hazard markers: • Delineation, Section 17 (RMS). • Use of fluorescent yellow green material for CAM's requires approval from Network General

Manager NSW.

4.7.2 and Figs 4.16 – 4.22

RMS practice for Zip merge: • Zip merges are used when the speed of the vehicles in each lane are similar, ie less than

20% difference in speed. • FORM ONE LANE pavement markings may be used in merge area in urban situations only,

if required. • Guide posts at 10m to 15m on the lane reduction transition side (rural only). • The advance signs (Form 1 Lane) are not used on the departure side at traffic signals.

RMS practice for lane change: • Lane changes are used when the speed of the vehicles in each lane are not similar, ie more

than 20% difference in speed. • Guide posts at 10m to 15m on the lane reduction transition side.

4.8.2 (e) RMS practice for Overtaking lane x km Ahead (W9-38) sign may add additional signs at varying distance from commencement of overtaking lane as an enhancement.

4.9.4 RMS practice uses RMS signs and warrants for No Stopping signs. Refer Road sign register.

4.9.4 (fig 4.26) RMS practice uses RMS signs and warrants for No Stopping signs. Refer Road sign register.

4.11.2.4 RMS practice for Slippery (W5-20) sign may add supplementary distance plate to define length of slippery conditions as an enhancement.

4.14 RMS practice for use of flashing lights with warning signs requires approval: • Relevant Principal Manager or equivalent (Level 4 delegation or above). • Note: approval is not required for warning signs with flashing lights approaching traffic

signals, ie W3-204, W3-204-1, W3-207 and W3-207-1.

Section 5

5.3 RMS practice for Longitudinal lines is to use preferred width in AS 1742.2-2009, Figure 5.1, Longitudinal lines. Width for Edge lines, continuity lines and outline markings is to use width 150mm and not preferred width of 120mm.

RMS practice for placement of RRPMs on all single Dividing (separation) lines should be placed centrally in gaps. For Dividing (barrier) lines centrally in all gaps and with Australian Standard offset.

RMS practice for normal spacing between RRPMs:

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Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

• Delineation (RMS), Section 15

Line type S2, Dividing (separation) line on multi lane road not to be used. Refer Delineation, Section 4.2 (RMS).

5.3.1.1 RMS practice for length of Barrier line at Traffic Control Signals: • Traffic Signal Design, Section 6 (RMS).

5.3.2.2 (c) RMS practice for a single continuous barrier line: • Approval from relevant Principal Manager or equivalent (Level 4 delegation or above)

required.

5.3.7 RMS practice for Turn lines (T1) at intersection with signals • Delineation (RMS), Section 4 • Traffic Signal Design (RMS) • Type L3 line not used within intersection with signals.

5.4 RMS practice for Transverse lines - Stop lines: • A full line (300mm wide) shall be extended from the left hand edge of pavement to the

dividing line and a broken line (150mm wide, 600mm long, with 600mm spacing) shall be extended from the dividing line to right hand edge of pavement. Refer Delineation, Section 6 (RMS).

• Uses RMS signs and warrants for Stop signs. Refer Stop signs in Road sign register

RMS practice for Stop lines at Traffic Control Signals: • Traffic Signal Design, Section 6 (RMS)

5.5 RMS practice for Transverse lines – Give Way lines: • A broken line (300mm wide, 600mm long with 600mm spacing) must extend from the left

hand edge of pavement to the dividing/centre line and a broken line (150mm wide, 600mm long, with 600mm spacing) shall be extended from the dividing line to right hand edge of pavement. Refer Delineation, Section 6 (RMS).

RMS practice for Diagonal and chevron markings: • Width “W” of 150mm in AS 1742.2 – 2009, Figures 5.4, 5.5, 5.6. • Figure 5.4 Splayed approach – B=1.5m and S=4.5m • Fig 5.4 (b) Angle for diagonal markings

o 45° (Speeds less than 90km/h) o 30°(Speeds 90km/h or higher) o Normal spacing between RRPMs. Refer Delineation (RMS)

• Figure 5.5, Shoulders – B=1.5m and S=7.5m o RMS practice includes diagonal markings inside painted shoulders o B=1.5m and S=7.5m o 45° (Speeds less than 90km/h) o 30°(Speeds 90km/h or higher) o Normal spacing between RRPMs. Refer Delineation (RMS)

• Figure 5.6 Painted Islands and Median strips o RMS practice includes diagonal markings inside painted islands and median strips o (a) Channelizing islands – B=2.0m and S=3m o (b) Median island – B=1.5m and S=4.5m o (c) Diagonal median marking – B=1.5m and S=7.5m o 45° (Speeds less than 90km/h) o 30°(Speeds 90km/h or higher) o Normal spacing between RRPMs. Refer Delineation (RMS)

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Part 2 – Traffic control devices for general use

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

5.5.2.3 RMS practice for Pavement arrows: • Delineation, Section 10 (RMS).

5.5.2.3 (Fig 5.10)

RMS practice does not allow U-turn movements at traffic signals. However requests may be considered for a U-turn phase in special circumstances. Approval of Principal Manager Network Operations is required.

5.5.2.6 RMS practice for Keep Clear Markings: • Delineation, Section 9 (RMS)

5.6 RMS practice for Raised Pavement Marks on all single Dividing (separation) lines should be placed centrally in gaps. For Dividing (barrier) lines centrally in all gaps and with Australian Standard offset.

5.6.4 RMS practice for use of internally illuminated raised pavement markers requires approval: • Principal Manager Intelligent Transport Systems.

5.6.5.1 (Table 5.3)

RMS practice for use RRPMs’ colours: • Delineation, Section 15 (RMS). • Does not use Green RRPMs for step-out markings at Expressways, Freeways and

Motorways exit ramps

5.6.5.2 (Fig 5.25) RMS practice for RRPMs on painted median strips: • Delineation (RMS)

5.7.2 (Fig 5.28) RMS practice for spacing of chevrons at exit ramp nose is 5.0m

5.7.4 RMS practice for use RRPMs’ colours: • Does not use Green RRPMs for step-out markings at Expressways/Freeways/Motorways

exit ramps.

5.7.4 (Fig 5.30) RMS practice for width of “Step out” marking is 1.5m

Appendix D

D2.3 RMS enhanced practice for vertical clearance to permanent VMS: • Where a VMS overhangs a roadway, vertical clearance from the road to the base of the

VMS must be 6.1 metres. • Where a VMS overhangs a pedestrian or bicycle path, vertical clearance from the path to

the base of the VMS must be 3.5 metres.

D4 RMS practice: • Installation and Maintenance of Signs (RMS). Internal working document only, is the primary

reference document used by the RMS. (Note - Wind loading from AS1170.2 (2011))

Appendix E RMS practice for use of flashing lights with warning signs requires approval: • Relevant Principal Manager or equivalent (Level 4 delegation or above). • Note: approval is not required for warning signs with flashing lights approaching traffic

signals, ie W3-204, W3-204-1, W3-207 and W3-207-1. • Refer Road sign register.

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AS 1742.3 – 2009 Part 3 – Traffic control for works on roads

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Delineation (RMS).

RMS practice: • Traffic Control at Work Sites is the primary reference document used by the RMS.

AS 1742.3 should only be used where the RMS document does not address a situation.

Section 3 Signs mentioned in this part should be checked against the Road sign register for RMS practice.

3.5.4 RMS complementary material on Portable Traffic Signals: • Traffic Signal Design, Section15 (RMS).

3.6.10 RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

Section 4 Signs mentioned in this part should be checked against the Road sign register for RMS practice.

RMS primary reference document: • Traffic Control at Work Sites (RMS).

RMS complementary material: • Delineation (RMS).

RMS complementary material for single-lane operation and portable signals: • Traffic Signal Design, Section 15 (RMS).

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AS 1742.4 – 2008 Part 4 – Speed controls

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS practice: • NSW Speed Zone Guidelines is the primary reference document used by the RMS.

RMS complementary material: • Delineation (RMS). • A guide to identifying and implementing 40km/h speed limits in high volume pedestrian

areas. (RMS) – Internal working document is the primary reference document used by the RMS.

• Guidelines for Truck and Bus speed limits. Refer previous version 2.3 of NSW Speed Zoning Guidelines (RMS).

• School Zones Guidelines (RMS).

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AS 1742.5 – 1997 Part 5 – Street name and community facility name signs

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS practice: • Guide Signposting (RMS) – internal working document only, is the primary reference

document used by the RMS. • Tourist Signposting (RMS) is the primary reference document used by the RMS. • Installation and Maintenance of Signs (RMS). Internal working document only, is the primary

reference document used by the RMS.

Section 3

3.6 RMS complementary material: • Service Signposting (RMS) - internal working document only, is the primary reference

document used by the RMS.

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Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS practice: • Tourist Signposting (RMS) is the primary reference document used by the RMS. • Installation and Maintenance of Signs (RMS). Internal working document only, is the primary

reference document used by the RMS.

RMS complementary material: • Service Signposting (RMS) - internal working document only, is the primary reference

document used by the RMS.

RMS practice for signposting rest areas, driver reviver and other rest stops: • TD 2003/RS01 - Signposting of Rest Areas, Driver Reviver Sites and other Rest Stops.

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AS 1742.7 – 2007 Part 7 – Railway crossings

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS practice: • Traffic Signal Design, Section 15 and Appendix F, G (RMS). • Delineation (RMS). • Rail crossing safety series (RMS). • Planning Road Infrastructure Upgrades At Railway Crossings – PN 261 Internal working

document only • Guideline: Planning road infrastructure upgrades at railway crossings – PN 261G. Internal

working document only. • RMS Supplement Guide to Road Design, Part 4, Section10.

Section 3

Fig 3.2 RMS practice for signage of box markings at rail crossings shall include Keep tracks clear (G9-67-2) sign on both approach and departure to rail crossing. Refer Notes AS1742.7 - 2007, Section 3, Figure 3.2.

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AS 1742.9 – 2000 Part 9 – Bicycle facilities

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • NSW Bicycle Guidelines (RMS). • Delineation (RMS). • Traffic Signal Design (RMS). • How to prepare a Bike Plan (RMS)

Section 1

1.2 For revisions in other parts of AS1742, refer to AS1742.2 Preface.

Section 2

2.3 RMS complementary material for pavement markings: • Delineation, Section 4 (RMS). • Delineation, Section 12 (RMS).

Fig 2.4, 2.5 RMS practice uses RMS No Stopping (R5-400) series. Refer Road sign register.

2.5 RMS complementary material for bicycle lane treatments at intersections: • NSW Bicycle Guidelines, Section 7 (RMS). • TDT 2009/06 – Bicycle storage areas and advanced bicycle stop lines.

Section 3

General RMS complementary material for bicycle path and footway provisions: • NSW Bicycle Guidelines (RMS).

3.3 RMS complementary material for pavement markings: • NSW Bicycle Guidelines (RMS). • Delineation, Section 12 (RMS).

3.4 RMS complementary material for shared paths: • NSW Bicycle Guidelines (RMS). • Delineation, Section 12 (RMS).

Fig 3.7 & 3.9 RMS practice uses RMS No Stopping (R5-400) series. Refer Road sign register.

Section 5 RMS complementary material for navigational aids for cyclists: • NSW Bicycle Guidelines (RMS).

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Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Delineation (RMS). • Traffic Signal Design (RMS).

RMS practice for Pedestrian, Children’s, Pelican crossings and Pedestrian Refuges • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

in their kerb ramps. However councils may wish to install TGSI on works under their control.

Section 5

5.4 RMS practice for regulatory signs. Refer Road sign register.

Section 6

Table 2 RMS practice uses: • RMS No entry (R2-4) sign and not Australian Standard. • Authorised Vehicles Excepted (R9-229) sign must nominate the

Organisation/Authority/Council or vehicle type.

6.3 RMS complementary material on requirements for Pedestrian (Zebra) Crossings: • Delineation, Section 7 (RMS). • Traffic Signal Design Section 2, Section 6 and Section 14 (RMS).

RMS practice for numerical warrants for Pedestrian (Zebra) Crossings, which is referred to in Guide to Traffic Management, Section 8, 7.5.6: i) Normal Warrant:

A pedestrian (Zebra) Crossing is warranted where:-

In each of three separate one hour periods in a typical day

(a) the pedestrian flow per hour (P) crossing the road is greater than or equal to 30 AND (b) the vehicular flow per hour (V) through the site is greater than or equal to 500 AND (c) the product PV is greater than or equal to 60,000

ii) Reduced Warrant for sites used predominantly by children and by aged or impaired pedestrians.

If the crossing is used predominantly by school children, is not suitable site for a Children’s Crossing and in two counts of one hour duration immediately before and after school hours:-

(a) P ≥ 30 AND (b) V ≥ 200 a pedestrian (Zebra) Crossing may be installed.

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If at least 50% of pedestrians using the crossing are aged or impaired and for each three one hour periods in a typical day

(a) P ≥ 30 AND (b) V ≥ 200 AND (c) PV ≥ 60,000 a pedestrian (Zebra) Crossing may be installed

iii) Special Warrant:

In certain circumstances where:- (a) PV ≥ 45,000 (but less than 60,000) AND (b) P ≥ 30 AND (c) V ≥ 500 then consideration can be given to a potential pedestrian crossing site. In such circumstances, council should justify why this location is in need of special consideration.

6.4 RMS practice uses RMS signs for No Stopping (R5-400) series: Road sign register.

6.5 (fig 1) Pedestrian (Zebra) Crossings

For Pedestrian (Zebra) Crossings, RMS uses Australian Standards, AS1742.10 - 2009, Section 6, Figure 1 – Pedestrian (Zebra) Crossings, with the following RMS practices: • A double barrier line (BB) is provided on each approach to the crossing, if the road has a

dividing line, for 20m to extend from the edge of the crossing with Bi-directional RRPMs at 5.0m spacing and no gaps in BB lines.

• Pedestrian Crossings should not be less than 3.6m wide. • RMS practice does not supplement Pedestrian (Zebra) Crossings with flashing yellow

signals. Refer Notes AS1742.10 - 2009, Section 6, Figure 1. • RMS practice does not permit variations to no stopping distances unless with kerb

extensions. Refer TDT 2011/01a – Pedestrian Refuges • RMS No Stopping (R5-400) sign series. • Zig - Zag advance pavement markings may be provided at existing pedestrian crossings

where the sight distance is inadequate. Refer Delineation, Section 7 (RMS). • Transverse lines for pedestrian crossing and marked foot crossing. Refer Delineation,

Section 7 (RMS) • RMS practice for Stopping and Parking Restrictions. Refer TDT 2002/12c – Stopping and

Parking Restrictions at Intersections and Crossings. • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

in their kerb ramps. However councils may wish to install TGSI on works under their control.

NSW practice does not permit Pedestrian (Zebra) Crossings on roads with 2 or more marked travel lanes in same direction. This also applies to roads with 2 unmarked travel lanes in the same direction, ie where vehicles can pass other vehicles travelling in the same direction.

Note: A Pedestrian (Zebra) Crossing can be provided by the provision of linemarking or kerb extensions that restrict the road to one travel lane each way or where a full time parking lane exists.

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Reference Section

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Width of extension in Metres From kerb ramp to sign in Metres

Zero 20

1.5 15

2.0 10

≥ 2.5 At Tangent Point of kerb extension and kerb line or 7.5 which ever is the greater #

# For more detail refer to TDT 2011/01a

RMS practice for angle parking at Pedestrian (Zebra) Crossing: • The Statutory requirement is to provide 20 m of no stopping on the approach to a crossing

for safe sight distance. • If angle parking is on the approach, no stopping should be increased by a further 20 m to

maintain safe sight distance. However this distance may be reduced by the use of kerb extensions.

6.5 (fig 2) RMS practice for markings on a raised Pedestrian (Zebra) Crossing. Refer TDT 2001/04b - Use of traffic calming devices as pedestrian crossings.

Section 7 Children’s Crossings

For Children’s Crossings, RMS uses Australian Standards AS1742.10 - 2009, Section 7, Children’s Crossings, Figure 3 – Children’s Crossings Type 1, with the following RMS practices: • RMS No Stopping (R5-400) sign series is to be used. • No Stopping (R5-36) sign with specific times (symbolic), not used in NSW. Use RMS No

Stopping (R5-400) sign series with specific times. • Crossings should not be less than 3.6m wide and must be indicated by Pedestrian cross

walk lines (PCW). Refer Delineation, Section 7 (RMS). • Stop lines are to be TF line. Refer Delineation, Section 7 (RMS). • Double barrier line (BB) 15m long is to extend from the stop line of the Children’s Crossing

with Bi-directional RRPMs at 5.0m spacing and no gaps in BB lines. • RMS practice does not permit variations to no stopping distances unless with kerb

extensions. Refer TDT 2011/01a – Pedestrian Refuge. • For point 1, minimum no stopping distance on approach is 24m and on departure is 15m.

Distances can be increased if adverse site geometry exists. • RMS practice for Stopping and Parking Restrictions. Refer TDT 2002/12c – Stopping and

Parking Restrictions at Intersections and Crossings. • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

in their kerb ramps. However councils may wish to install TGSI on works under there control • Combined Children’s Crossing that incorporates a Pedestrian (Zebra) Crossing:

o Crossing should not be less than 3.6m wide. Refer Delineation, Section 7 (RMS). o Pedestrian Cross Walk (PCW) lines not used. o Transverse lines for pedestrian crossing and marked foot crossing. Refer

Delineation, Section 7 (RMS)

RMS practice for Children’s Crossings: • The crossing is located on local and lightly trafficked roads where in a one hour duration

immediately before and after school hours the traffic flow exceeds 50 vehicles per hour in each direction and during the same hour 20 or more children cross the road within 20m of the proposed crossing location.

• 85% percentile speed of traffic must not exceed 60km/h one hour before or after school

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hours. Note: In special circumstances where a Children’s Crossing is required on roads where the 85% speed is greater than 60km/h. Council may apply to the Roads and Maritime Services for consideration and approval (Principal Manager or equivalent – Level 4 delegation or above).

• An undertaking from the school principal to arrange the display of the “Children’s Crossing” flags or signs during and only during the specified period of operation 8.00am – 9.30am and 2.30pm – 4.00pm and when necessary at other times such as school excursions and school sport days. ( A pro forma for such an undertaking is provided in Appendix “A”)

• In some instances Children’s Crossing may be installed at existing marked foot crossings (Zebras) where the existing “CHILDREN CROSSING” flags are in operation and such crossings located near infants and primary schools. However, if the prominent use of the existing zebra crossing occurs during the hour before and after school, consideration should be given to its removal and replacement with Children’s Crossing.

• Must have kerb and gutter • Should not be installed for sole use of Kindergarten children unless escorted by an adult • Must be approved by Traffic Committee

NSW practice does not permit Children’s Crossings on roads with 2 or more marked travel lanes in same direction. This also applies to roads with 2 unmarked travel lanes in the same direction, ie where vehicles can pass other vehicles travelling in the same direction.

Note: A Children’s Crossings can be provided by the provision of linemarking or kerb extensions that restrict the road to one travel lane each way or where a full time parking lane exists.

RMS practice for angle parking at Children’s Crossing: • RMS practice is to provide 24 m of no stopping on the approach to a crossing for safe sight

distance. • If angle parking is on the approach, no stopping should be increased by a further 20 m to

maintain safe sight distance. However this distance may be reduced by the use of kerb extensions.

7.4 RMS practice does not use No Stopping (R5-36) sign and Children Crossing (R3-4 signs. Refer Road sign register

7.4 (fig 4) RMS practice does not use Children’s Crossing Type 2.

Section 8 Pedestrian Traffic Signals

For Pedestrian-actuated traffic signals (Mid-block), RMS uses Australian Standards AS1742.10 - 2009, Section 8, Pedestrian Actuated Traffic Signals (Mid-Block), Figure 5 & 6 with the following RMS practices: • RMS No Stopping (R5-400) sign series. • Double barrier line (BB) is provided on each approach to the crossing, if the road has a

dividing line, for 10m to extend from the edge of the stop line with Bi-directional RRPMs at 5.0m spacing and no gaps in BB lines.

• Crossing should not be less than 6m wide. • Pedestrian Cross Walk lines. Refer Delineation, Section 7 (RMS). • Signalised mid-block marked foot crossings must located a minimum of 30 m from any side

street. • Signalised mid-block marked foot crossing must be avoided with 130 m of an adjacent

signalised intersection. • RMS practice for Stopping and Parking Restrictions. Refer TDT 2002/12c – Stopping and

Parking Restrictions at Intersections and Crossings. • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

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in their kerb ramps. However councils may wish to install TGSI on works under their control

8.2 RMS complementary material on requirements for installation Pedestrian Actuated Traffic Signals (Mid-Block): • Traffic Signal Design, Section 2 and Section 14 (RMS). • Delineation, Section 7 (RMS).

8.5 Pelican crossings

For Pelican Crossings: • Use Pedestrian Traffic Signals on page 21 of this supplement for linemarking and signs. • RMS practice For Pelican Crossings:

o Only to be used at one stage crossings of 4 lanes or less. o Not installed with approaches of 3 lanes in each direction or very wide medians, two

stages crossings or sites used predominately by children, elderly or people with a disabilities.

• See Traffic Signal Design, Sections 2 and Section 14 (RMS). • RMS practice for Stopping and Parking Restrictions. Refer TDT 2002/12c – Stopping and

Parking Restrictions at Intersections and Crossings. • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

in their kerb ramps. However councils may wish to install TGSI on works under their control

NSW practice does not permit Pelican Crossings on roads with 2 or more marked travel lanes in same direction. This also applies to roads with 2 unmarked travel lanes in the same direction, ie where vehicles can pass other vehicles travelling in the same direction.

Note: A Pelican Crossing can be provided by the provision of linemarking or kerb extensions that restrict the road to one travel lane each way or where a full time parking lane exists.

8.6 RMS complementary material for pedestrians at signalised intersections and railway crossings: • Planning Road Infrastructure Upgrades At Railway Crossings – PN 261 Internal working

document only • Guideline: Planning road infrastructure upgrades at railway crossings – PN 261G. Internal

working document only. • RMS fact sheet – Railway Level Crossings. • RMS Supplement Guide to Road Design, Part 4. • Traffic Signal Design, Section 15 and Appendix F, G (RMS). • Delineation (RMS). • Rail crossing safety series (RMS).

Section 9

9.2 Refuge Islands

For Refuge Islands, RMS uses Australian Standards, AS1742.10 - 2009, Section 9, Physical Pedestrian Facilities, Figure 7 – Pedestrian Refuge,

with the following RMS practices: • RMS No Stopping (R5-400) sign series. • RMS model drawings for pedestrian fencing. Refer MD.R201.C series. • For point 4, Painted median is preceded by a double barrier line extending for 30 m

minimum. • RMS Type SM kerb for refuge islands. Refer MD. R15.A01.A.2 • Incorporate a splayed approach with painted chevrons on both approaches to the central

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island. • Painted chevrons - spacing 4.5m, width 1.5 and angle 45° • For point 3, length of splayed approach and RRPMs spacing. Refer TDT 2011/01a –

Pedestrian Refuges • For Pedestrian Refuges upgraded to Pedestrian (Zebra) Crossing. Refer page 19, Section

6.4 (fig 1). • Kerb ramps in accordance with RMS model drawing MD. R173.B01.A.1 • RMS practice is not to use Tactile Ground Surface indicators (TGSI) as shown in AS1428.4

in their kerb ramps. However councils may wish to install TGSI on works under there control. • Keep Left (R2-3) sign to have 50mm gap from base of sign to top of Pedestrian Refuge

RMS practice for widening or narrowing a road for a pedestrian refuge • Refer TDT 2011/01a – Pedestrian Refuges.

RMS practice for placement of No Stopping signage on road widening at pedestrian refuges on a road with one lane in each direction: • On approach RMS No Stopping (R5-400) sign series to be placed at beginning of the taper

or 20 metres, measured from the intersection of kerb ramp flare and back of kerb, which ever is greater.

• On departure RMS No Stopping (R5-400) sign series to be placed at end of the taper or 5 metres, measured from the intersection of kerb ramp flare and back of kerb, which ever is greater.

9.3 RMS practice use unidirectional hazard marker (D4-1-2) sign for kerb extension. Refer Delineation, Section 17 (RMS).

RMS practice for locating No Stopping (R5-400) sign series for kerb extension. Refer table below.

Width of extension in Metres From kerb ramp to sign in Metres

Zero 20m

1.5m 15m

2.0m 10m

≥ 2.5m At Tangent Point of kerb extension and kerb line or 7.5 which ever is the greater.#

# For more detail refer to TDT 2011/01a

9.4 RMS practice does not use loading island and safety zones.

9.5 RMS practice for safety zone sign. Refer Road sign register.

9.6 RMS drawings for approved pedestrian fencing types. Refer RMS model drawings, MD.R201.C series.

Section 10

Pedestrian Malls (Fig a)

RMS practice uses RMS sign No Entry, and not Australian Standard. Refer Road sign register.

Section 11 Warning Signs in this part should be checked against the Road sign register for RMS practice.

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Appendix C RMS practice for adult supervisors at crossings: • School crossing supervisors – administration. TD 98/5. • School crossing supervisors – training. NSWCRS. • Does not use child monitors at crossings.

Appendix E RMS complementary material for pedestrian actuated traffic signals (mid-block): • Traffic Signal Design (RMS). • Traffic Signal Operations (RMS).

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Appendix A Undertaking by School Principal

To display “CHILDREN CROSSING” flags at Children’s Crossing

I, the School Principal or my delegated officer (18years or over) of:

give an undertaking that the relevant flags will be displayed during and only during the periods 8.00am – 9.30am and 2.30pm – 4.00pm for usage by school children at the Children’s crossing situated at:

Signed

Dated

Note

Replacement of lost or stolen Children’s Crossing Flags on local roads refer to local council. Replacement is made under RMS block grant to council.

Replacement for lost or stolen Children’s Crossing Flags on State roads refer to RMS Road Safety in your area.

School Stamp

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Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material for parking: • Delineation (RMS). • Guide to Traffic Generating Developments (RMS).

Section 1

1.3.9 (fig 1.1) RMS practice uses RMS signs for No Stopping (R5-400) series. Refer Road sign register.

1.3.9 (fig 1.1) RMS practice uses RMS signs for No Stopping (R5-400) series. Refer Road sign register.

Section 2 Traffic Powers: • Road Transport Act 2013 • Road Transport (General) Regulation 2013 • A Guide to the Delegation to Councils for the Regulation of Traffic (including the operation of

Traffic Committees) (RMS).

Road Rules / enforcement powers: • Road Rules 2014 • Road Transport (General) Regulation 2013

Section 3

Table 3.1 RMS practice uses RMS signs for Clearways (R5-650) and No Stopping (R5-400) sign series. Refer Road sign register.

Table 3.2 RMS practice does not use Permit Zone (R5-22), No Stopping (R5-35) and No Stopping with specific times of operation (R5-36). Refer Road sign register.

3.3.2 (b) (iii) RMS practice does not use Permit Zone

3.3.2 (c) RMS practice does not use: • No Stopping symbol. • TOW AWAY text.

3.5 RMS practice is to use Australian Standard panels and sign sizes with arrangements to be in accordance with AS1742.11 and AS1743.

Section 4

4.0 RMS practice uses RMS signs for Clearways (R5-650) and No Stopping (R5-400) sign series. Refer Road sign register.

RMS practice use RMS signs for Special Event Clearways (R5-601) sign. Refer Road sign register.

4.3.2 RMS practice does not use Tow away (R5-39) sign. Refer Road sign register.

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Section 5

Table 5.1 RMS practice uses RMS signs for No Stopping (R5-400) sign series. Refer Road sign register.

Section 7 RMS complementary material on pavement marking: • Delineation, Section 4 (RMS).

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Reference Section

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General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Delineation (RMS). • Traffic Signal Design (RMS).

Section 5

5.1 RMS practice uses RMS signs for Bus, Transit and Tram lanes. Refer Road sign register.

5.2 RMS practice does not use Bus lane (R7-1-1, R7-1-6, and R7-8) signs. Refer Road sign register.

5.3 RMS practice does not use Transit lane (R7-7-1, R7-7-2) signs. Refer Road sign register.

5.3 (fig 1) RMS practice does not use Transit lane information sign. Refer Road sign register.

5.4 RMS practice does not allow the use of Truck lanes.

5.6 RMS practice does not use Truck lane (R7-1-3) sign, Transit lane (R7-7-1, R7-7-2) signs and Bus lane (R7-1-6) sign. Refer Road sign register.

5.7 RMS practice for load limits/light traffic thoroughfares • Use the No Trucks (R 6-10- 2) sign which applies to vehicles of 4.5 tonnes or more. • A supplementary plate (R9-231) may be added when a different maximum limit is required. • When the restriction is to be used for amenity purposes the sign must be • Approved through the Local Traffic Committee process. • When the sign is being installed to protect the road asset, then LTC advice is not required

but the RMS must be notified in writing • The No Trucks sign applies to all vehicles except buses • Restricted vehicles can pass the sign if there is no alternate route to their destination. • The Gross Load Limit (R6-4) sign can be used when no exemptions are wanted(NB this

includes council garbage trucks)

5.8 RMS complementary material for Bus lanes on freeways: • Delineation, Section 9 (RMS). • Road sign register.

Section 6

6.1 RMS complementary material for pavement markings: • Delineation, Sections 4 & 9 (RMS).

6.2 RMS practice does not allow the use of Truck lanes.

Section 7

Fig 5 (a) RMS practice for full-time Bus lanes: • Uses RMS Bus lane signs. Refer Road sign register. • Uses Type L6 longitudinal lane line. Refer Delineation, Section 4 (RMS). • Does not use C1 longitudinal lane line prior to intersections as shown.

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• Use red pavement marking for Bus lanes. Refer Delineation, Section 3 (RMS).

Fig 5 (b) RMS practice for part-time Bus lanes: • Uses RMS Bus lane signs. Refer Road sign register. • Uses Type L6 longitudinal lane line and not L1 as shown. Refer Delineation, Section 4

(RMS). • Use red pavement marking for Bus lanes. Refer Delineation, Section 3 (RMS).

Fig 6 RMS practice: • Left turn pavement arrows must be accompanied by “BUSES EXCEPT’.

Fig 7 RMS practice uses RMS Bus lane signs. Refer Road sign register.

Fig 8 RMS practice: • RMS transit lane signs. Refer Road sign register. • Does not use information sign.

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Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Delineation (RMS). • Road sign register. • Sharing the Main Street (RMS). • TDT 2001/04b - Use of Traffic Calming Devices as Pedestrian Crossings. • Planning Guidelines for Walking and Cycling. • How to Prepare a Pedestrian Access and Mobility Plan (RMS). • NSW Bicycle Guidelines (RMS). • How to Prepare a Bike Plan (RMS). • Shared Zones (TfNSW) • TTD 2014/003 – Design and implementation of shared zones including provision for parking.

RMS complementary material for approval of LATM schemes: • A Guide to the Delegation to Councils for the Regulation of Traffic (including the operation of

Traffic Committee) (RMS).

Section 2

2.2. RMS practice for Stop signs: • Uses RMS signs and warrants for Stop signs. Refer Stop signs in Road sign register • A full line (300mm wide) shall be extended from the left hand edge of pavement to the

dividing line and a broken line (150mm wide, 600mm long, with 600mm spacings) shall be extended from the dividing line to right hand edge of pavement.

RMS practice for Give Way signs: • Uses linemarking (300mm wide, 600mm long with 600mm spacing) must be included and

extend from the left hand edge of pavement to the dividing/centre line and a broken line (150mm wide, 600mm long, with 600mm spacing) shall be extended from the dividing line to right hand edge of pavement. Refer Delineation, Section 6 (RMS).

2.3 / 2.4 RMS complementary material for road humps: • TDT 2001/04b - Use of Traffic Calming Devices as Pedestrian Crossings.

Section 3

3.3 RMS practice: • NSW Speed Zone Guidelines (RMS) is the primary reference document used by the RMS.

RMS complementary material for speed controls: • A guide to identifying and implementing 40km/h speed limits in high volume pedestrian

areas. (RMS) – internal working document only, is the primary reference document used by the RMS.

3.4 (fig 3.1) RMS practice uses RMS signs for No Right Turn and No Left Turn and not Australian Standard. Refer Road sign register.

3.4 (fig 3.3) RMS complementary material for flat-top road humps. Refer TDT 2001/04b - Use of Traffic Calming Devices as Pedestrian Crossings.

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3.4 (fig 3.11 & 3.12)

RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register

Section 4

Table 4.1 RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

4.2.6 / 4.2.7 RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

4.2.8 The Road Rules only allow the use of one of the All traffic turn (R2-14) signs on any one approach. A combination sign is not allowed.

4.6 RMS complementary material for pavement markings: • Delineation (RMS).

RMS practice for Longitudinal lines is to use width 100mm as shown in AS 1742.2-2009, Figure 5.1, Longitudinal lines. Width for Edge lines, continuity lines and outline markings is to use width 150mm and not preferred width of 120mm.

RMS practice for placement of RRPMs on all single Dividing (separation) lines should be placed centrally in gaps. For Dividing (barrier) lines centrally in all gaps and with Australian Standard offset.

RMS practice for normal spacing between RRPMs: • Delineation (RMS)

Line type S2, Dividing (separation) line on multi lane road not to be used. Refer Delineation, Section 4 (RMS).

4.6.7 RMS practice for Other markings is the preferred width as shown in AS 1742.2-2009.

RMS complementary material on RRPMs: • Delineation, Section 15 (RMS). • TDT 2011/04 – Implementation of Revised Pavement Markings Layouts • Normal spacing between RRPMs, Refer Delineation (RMS)

RMS practice for placement of RRPMs on all single Dividing (separation) lines should be placed centrally in gaps. For Dividing (barrier) lines centrally in all gaps and with Australian Standard offset.

RMS practice for normal spacing between RRPMs • Delineation (RMS)

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AS 1742.14 – 1996 Part 14 – Traffic signals

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Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS complementary material: • Traffic Signal Design (RMS). • Delineation (RMS).

Preface 1.2 For revisions in other parts of AS1742, refer to AS1742.2 Preface.

Section 2

2.2.2 RMS practice does not generally allow controlled U-turn movements at traffic signals. However requests may be considered for special circumstances. Approval of Principal Manager Network Operations is required.

2.6 RMS practice does not use an E aspect.

Section 3

Table 3.1 (fig d, e, g)

For Signal Face Layouts: • RMS complementary materials: Traffic Signal Design, Section 7 and Appendix B (RMS).

Table 3.1 (fig l) RMS practice for a four-aspect signal face is to display the fourth aspect above or below the three aspect lantern, rather than on the side.

3.7 (fig a) RMS complementary materials for Ramp metering: • Traffic Signal Design, Section 15 (RMS). • SCATS Ramp Metering System: A Guide to Ramp Metering (RMS). • RMS practice for Ramp Metering Lantern configuration uses a standard three aspect signal

on top, and a two aspect red and green signal on the bottom.

3.7 (fig b) RMS complementary material for roundabout metering: • Traffic Signal Design, Section 15 (RMS).

3.7 (fig d)

RMS practice for slip lane with signalised crossing. Refer Traffic Signal Design, Appendix C, Section 1.5 (RMS).

RMS practice for slip lanes with signalised intersections: • Pedestrian (Zebra) Crossing or a signalised crossing (if warrants met) must be provided. • If shared path. A signalised crossing with bicycle and pedestrian lanterns must be provided

with a three aspect vehicular lantern. A two aspect vehicular lantern, (RED, YELLOW) can be provided if there are low pedestrian and bicycle volumes and only on a single lane slip lane with independent control. Two aspect lanterns require the approval of Principal Manager Network Operations.

• Refer Traffic Signal Design Section 2, 2.4.2 (RMS)

3.8 RMS complementary material for sequence of signal displays: • Traffic Signal Design, Section 7 and Appendix B (RMS).

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Section 4

4.1 RMS complementary material for location of signal faces: • Traffic Signal Design, Section 8 and Appendix C (RMS).

4.2.3 RMS complementary material for left turn arrow aspects at controlled left turn slip lane: • Traffic Signal Design, Appendix C (RMS).

4.2.5 RMS practice does not generally allow controlled U-turn movements at traffic signals. However requests may be considered for special circumstances. Approval of Principal Manager Network Operations is required.

4.3 RMS complementary material for signal face locations at mid-block Pedestrian Crossings: • Traffic Signal Design, Section 8 and Appendix C (RMS).

Section 5

5.2 RMS practice for lantern mounting height: • Traffic Signal Design, Section 8 (RMS).

5.3 RMS practice for target boards: • Traffic Signal Design, Section 8 (RMS).

5.4 RMS practice for aiming and shielding of lanterns: • Traffic Signal Design, Section 8 (RMS).

5.5 RMS practice for visors and louvers: • Traffic Signal Design, Section 8 (RMS).

Section 6

6 RMS practice for hook turns for bicycles. Refer • NSW Bicycle Guidelines – Section 7 (RMS) • Traffic Signal Design – Section 15 (RMS)

6.1.2(a) RMS practice for bicycle storage and advanced bicycle stop lines: • TDT 2009/06 – Bicycle storage areas and advanced bicycle stop lines.

6.1.2(c) RMS practice does not allow uncontrolled U-turn movements at traffic signals. Refer Traffic Signal Design – Section 15 (RMS).

6.1.2(d) RMS practice does not allow motor vehicle hook turns at traffic signals.

RMS practice uses RMS signs for No Right Turn, No Left Turn, No Entry and not Australian Standard. Refer Road sign register.

6.2.1 RMS practice for stop lines at Traffic Signals: • Traffic Signal Design, Section 6 (RMS).

6.2.2 RMS practice for pedestrian crosswalks: • Traffic Signal Design, Section 6 (RMS).

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6.2.3 For additional information on pavement arrows refer: • Traffic Signal Design, Section 6 (RMS). • Delineation, Section 10 (RMS).

6.2.4 RMS practice for turn lines: • Traffic Signal Design, Section 6 (RMS).

6.3 RMS practice for sight distance to signals: • Traffic Signal Design, Section 5 (RMS).

Section 7

Fig 7.1 RMS practice does not use flashing signals for emergency service facilities. Refer Traffic Signal Design, (RMS)

7.2 RMS complementary material for signals adjacent to a railway level crossing: • Traffic Signal Design, Section 15 and Appendix F, G (RMS). • Delineation (RMS) • Rail crossing safety series (RMS). • Planning Road Infrastructure Upgrades At Railway Crossings – PN 261 Internal working

document only • Guideline: Planning road infrastructure upgrades at railway crossings – PN 261G. Internal

working document only. • RMS Supplement Guide to Road Design, Part 4, Section10.

7.3.3 RMS complementary material for portable signals: • Traffic Control at Work Sites. (RMS).

7.3 (Fig b) RMS practice for vertical format alternate flashing light yellow lights is W3-207-1. Refer Road sign register and Traffic Signal Design (RMS).

7.3 (Fig c) RMS practice for horizontal format alternate flashing light yellow lights is W3-204. Refer Road sign register and Traffic Signal Design (RMS).

7.5 RMS complementary materials for ramp metering: • Traffic Signal Design, Section 15 (RMS).

RMS practice for Ramp Metering Lantern configuration uses a standard three aspect signal.

7.6 RMS complementary material for roundabout metering: • Traffic Signal Design, Section 15 (RMS).

7.7 RMS complementary material for Left Turn on Red: • Traffic Signal Design, Appendix E (RMS)

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AS 1742.15 – 2007 Part 15 – Direction signs, information and route numbering

Reference Section

Roads and Maritime Services Enhanced Practice, Complementary Material, or Departures

General Signs mentioned in this part should be checked against the Road sign register for Roads and Maritime practice.

RMS practice: • Guide Signposting (RMS) – internal working document only, is the primary reference

document used by the RMS. • Tourist Signposting (RMS), is the primary reference document used by the RMS. • TDT 2006/05 – Signposting for temporary rural road closure. • TDT 2013/01 – Management of Changes to a road name for a State Road in NSW. • TDT 2013/02 – Management of changes to Alphanumeric (MAB) Route marking system in

New South Wales.

Section 3

3.3.4 RMS practice does not use exit numbering.

Section 4

4.2.1 RMS complementary material for alphanumeric system: • Guide Signposting (RMS) – internal working document only, is the primary reference

document used by the RMS. • TDT 2013/01 – Management of Changes to a road name for a State Road in NSW. • TDT 2013/02 – Management of changes to Alphanumeric (MAB) Route marking system in

New South Wales.

Appendix D

D2.2 RMS enhanced practice for co-location of signs: • Integrated speed and lane use signs (ISLUS) or similar, variable message signs (VMS)

and/or directional signs (DS) can be dual co-located, if required. Dual co-location of signs needs to be properly planned and the infrastructure must be able to support the co-location.

• Where other arrangements for displaying essential information are impractical or impossible, triple co-location of ISLUS, VMS and DS may be considered. Triple co-location requires the approval of the General Manager Road Network Operations and will only be considered under strict trial conditions. A full site-specific risk assessment and project plan for the trial and evaluation of the triple co-location must be submitted with your request for approval.

For more information about co-location of signs, refer to Austroads research report AP-R-485-15 Ability to Absorb Information Through Electronic and Static Signs.

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