works on roads traffic management plan

PO Box 97 Maddington WA 6109

21 Cartwright Drive Forrestdale WA 6112

Works on Roads

Traffic Management Plan

CULVERT REPLACEMENT & ROAD RECONSTRUCTION Karnup Road, Serpentine

Client SHIRE OF SERPENTINE JARRAHDALE

Date September 2021

Declaration I Alan Stewart (KTS-AWTM-19-43771-04) declare that I have designed this Traffic Management Plan following a site inspection on 19/08/2021. The Traffic Management Plan prepared is in accordance with the Main Roads Code of Practice, AGTTM and AS 1742.3.

Signature: ............................................. Date: ... / ... / ......

Name / Company Accreditation

Details Date Signed

TMP designed by: Alan Stewart / QTM KTS-AWTM-19-

43771-04 01/09/2021

TMP reviewed by: Simon Goodwin /

QTM STAP AWTM 19

01851 04 02/09/2021

RTM reviewed and endorsed by:

Compliance Audit to be undertaken by:

Road Authority Review by:

Road Authority Authorisation

Road authority authorisation of the implementation of traffic signs and devices is given for Traffic Management Plan No. 2107-TMP29998-001-00.

Signed Authorised Officer Date

(Print Name) Position

TMP No. 2107-TMP29998-001 Rev. No. 00 Date 2/09/2021

Addre

ss

02 09 2021

10.2.2 - Attachment 1

Ordinary Council Meeting - 20 September 2021

- 2 -

P (08) 6244 1650 E [email protected]

21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109

REVISION REGISTER

Revision Number

Revision Date Comments Section / Page

Number Revised By

00 - - - -



- 3 -



CONTENTS

1. INTRODUCTION......................................................................................................................... 6

PURPOSE AND SCOPE ................................................................................................................. 6 OBJECTIVES AND STRATEGIES ....................................................................................................... 6

2. PROJECT OVERVIEW.................................................................................................................. 7

LOCATION ................................................................................................................................ 7 PROJECT DETAILS, SITE ASSESSMENT AND SITE CONSTRAINTS/IMPACTS ............................................... 8 EXISTING TRAFFIC AND ROAD ENVIRONMENT .................................................................................. 9 OVERVIEW OF PROPOSED TEMPORARY TRAFFIC MANAGEMENT.......................................................... 9 PROJECT REPRESENTATIVES.......................................................................................................... 9

3. RISK MANAGEMENT ............................................................................................................... 10

RISK CLASSIFICATION TABLES...................................................................................................... 11 RISK REGISTER ......................................................................................................................... 14

4. TRAFFIC MANAGEMENT PLANNING AND ASSESSMENT .......................................................... 19

TRAFFIC ASSESSMENT AND ANALYSIS ........................................................................................... 19 4.1.1 TRAFFIC AND SPEED DATA ......................................................................................................... 19 4.1.2 TRAFFIC FLOW ANALYSIS ........................................................................................................... 19 4.1.3 TEMPORARY SPEED ZONES ........................................................................................................ 20 4.1.4 EXISTING TRAFFIC SIGNALS ........................................................................................................ 20 4.1.5 IMPACT TO ADJOINING NETWORK ............................................................................................... 20 4.1.6 END-OF-QUEUE TREATMENT ..................................................................................................... 20 4.1.7 TEMPORARY TRAFFIC SIGNALS .................................................................................................... 20

ROAD USERS ........................................................................................................................... 20 4.2.1 PEDESTRIANS .......................................................................................................................... 20 4.2.2 CYCLISTS ................................................................................................................................ 20 4.2.3 PUBLIC TRANSPORT .................................................................................................................. 20 4.2.4 HEAVY AND OVERSIZED VEHICLES ............................................................................................... 20 4.2.5 EXISTING PARKING FACILITIES ..................................................................................................... 21 4.2.6 ACCESS TO ADJOINING PROPERTIES / BUSINESS ............................................................................. 21 4.2.7 RAIL CROSSINGS ...................................................................................................................... 21 4.2.8 SCHOOL CROSSINGS ................................................................................................................. 21 4.2.9 SPECIAL EVENTS AND OTHER WORKS........................................................................................... 21 4.2.10 EMERGENCY VEHICLE ACCESS ..................................................................................................... 21

NIGHT WORK PROVISIONS ........................................................................................................ 22 ROAD SAFETY BARRIERS ............................................................................................................ 22 CONSULTATION AND COMMUNICATION / NOTIFICATION ................................................................. 22

4.5.1 OTHER AGENCIES ..................................................................................................................... 22 4.5.2 PUBLIC................................................................................................................................... 22

5. SITE ASSESSMENT ................................................................................................................... 23

PROVISION TO ADDRESS ENVIRONMENTAL CONDITIONS .................................................................. 23 5.1.1 ADVERSE WEATHER ................................................................................................................. 23 5.1.1.1 RAIN ..................................................................................................................................... 23 5.1.1.2 FLOODS ................................................................................................................................. 23 5.1.1.3 OTHER ADVERSE WEATHER (STRONG WINDS, THUNDERSTORMS, ETC.) ............................................... 23 5.1.2 SUN GLARE ............................................................................................................................. 24 5.1.3 FOG, DUST AND SMOKE ............................................................................................................ 24 5.1.4 ROAD GEOMETRY, TERRAIN, VEGETATION AND STRUCTURES ........................................................... 24

EXISTING TRAFFIC AND ADVERTISING SIGNAGE .............................................................................. 24



- 4 -



6. SAFETY PLAN ........................................................................................................................... 25

OCCUPATIONAL SAFETY AND HEALTH ........................................................................................... 25 ROLES AND RESPONSIBILITIES ..................................................................................................... 25

6.2.1 RESPONSIBILITIES ..................................................................................................................... 25 6.2.2 ROLES.................................................................................................................................... 26 6.2.2.1 PROJECT MANAGER ................................................................................................................. 26 6.2.2.2 SITE SUPERVISOR ..................................................................................................................... 26 6.2.2.3 TRAFFIC MANAGEMENT PERSONNEL ............................................................................................. 27 6.2.2.4 TRAFFIC CONTROLLERS .............................................................................................................. 27 6.2.2.5 WORKERS AND SUBCONTRACTORS ............................................................................................... 27

PERSONAL PROTECTIVE EQUIPMENT (PPE) ................................................................................... 28 PLANT AND EQUIPMENT ............................................................................................................ 28 TRIP HAZARDS ......................................................................................................................... 28

7. IMPLEMENTATION .................................................................................................................. 29

TRAFFIC GUIDANCE SCHEMES ..................................................................................................... 29 SEQUENCE AND STAGING .......................................................................................................... 29 TRAFFIC CONTROL DEVICES........................................................................................................ 30

7.3.1 SIGN REQUIREMENTS ............................................................................................................... 30 7.3.2 TOLERANCES ON POSITIONING OF SIGNS AND DEVICES .................................................................... 31 7.3.3 FLASHING ARROW SIGNS ........................................................................................................... 31 7.3.4 DELINEATION .......................................................................................................................... 31

SITE ACCESS FOR WORK VEHICLES .............................................................................................. 32 COMMUNICATING TMP REQUIREMENTS ...................................................................................... 33

8. EMERGENCY ARRANGEMENTS AND CONTINGENCIES ............................................................. 34

TRAFFIC INCIDENT PROCEDURES ................................................................................................. 34 8.1.1 SERIOUS INJURY OR FATALITY ..................................................................................................... 34 8.1.2 MINOR INCIDENT OR VEHICLE BREAKDOWN WITHIN SITE ................................................................. 35

EMERGENCY SERVICES .............................................................................................................. 35 DANGEROUS GOODS ................................................................................................................ 35 DAMAGE TO SERVICES .............................................................................................................. 35 FAILURE OF SERVICES ................................................................................................................ 36

8.5.1 FAILURE OF TRAFFIC SIGNALS ..................................................................................................... 36 8.5.2 FAILURE OF STREET LIGHTING ..................................................................................................... 36 8.5.3 FAILURE OF POWER .................................................................................................................. 36

EMERGENCY CONTACTS ............................................................................................................ 36

9. MONITORING AND MEASUREMENT ....................................................................................... 37

DAILY INSPECTIONS .................................................................................................................. 37 9.1.1 BEFORE WORK STARTS .............................................................................................................. 37 9.1.2 DURING WORK HOURS .............................................................................................................. 38 9.1.3 CLOSING DOWN EACH DAY ....................................................................................................... 38 9.1.4 AFTER HOURS ......................................................................................................................... 38

TMP AUDITS AND INSPECTIONS ................................................................................................. 38 RECORDS................................................................................................................................ 39 PUBLIC FEEDBACK .................................................................................................................... 39

10. MANAGEMENT REVIEW AND APPROVALS .............................................................................. 40

TMP REVIEW AND IMPROVEMENT .............................................................................................. 40 VARIATIONS ............................................................................................................................ 40 APPROVALS ............................................................................................................................ 40



- 5 -



APPENDIX A – NOTIFICATION OF ROADWORKS ............................................................................... 41

APPENDIX B – VARIATION TO STANDARDS ...................................................................................... 48

APPENDIX C – RECORD FORMS ........................................................................................................ 52

APPENDIX D – TRAFFIC ANALYSIS AND VOLUME COUNTS ................................................................ 58

APPENDIX E – ROADWAY ACCESS AUTHORISATION PERMIT ............................................................ 64

APPENDIX F – TRAFFIC GUIDANCE SCHEMES .................................................................................... 65



- 6 -



1. INTRODUCTION

Purpose and Scope

This Traffic Management Plan (TMP) outlines the traffic control and traffic management procedures to

be implemented by the Project Manager and Project Contractors to manage potential hazards

associated with the traffic environment during the project.

The project involves the replacement of a storm damaged culvert and reconstruction of a section

Karnup Road directly adjacent to the driveway of #1561. The road shall be closed between Richardson

Street and South Western Highway for the full duration of works to ensure maximum safety for road

users.

Prior to the reconstruction works all heavy vehicles shall be required to be detoured around Karnup

Road to ensure no further damage to the culvert and road occurs until such time as the road is closed.

Objectives and Strategies

The objectives of the Traffic Management Plan are to ensure:

• The safety of the road workers.

• All road users, including vulnerable road users, are safely guided around, through or past the work site.

• The performance of the road network is not unduly impacted and the disruption and inconvenience to all road users are minimised for the duration of the works.

• Impacts on users of the road reserve and adjacent properties and facilities are minimised.

In an effort to meet these objectives the Traffic Management Plan will incorporate the following strategies:

• Providing a sufficient number of traffic lanes to accommodate vehicle volumes.

• Ensuring delays are minimised.

• Ensuring all road users are managed including motorists, pedestrians, cyclists, people with disabilities and people using public transport.

• Ensuring work activities are carried out sequentially to minimise adverse impacts.

• Provision will be made for works personnel to enter the work area in a safe manner in accordance with safety procedures.

• All entry and exit movements to and from traffic streams shall be in accordance with the requirements of safe working practices.



- 7 -



2. PROJECT OVERVIEW

Location

The works are located at Karnup Road, Serpentine. The affected area is indicated in figure 1.0 below.

Figure 1.0 Site Location



- 8 -



Project Details, Site Assessment and Site Constraints/Impacts

.1.1 Item Description

.1.2 Project Culvert repair and road reconstruction.

.1.3 Location Karnup Road, Serpentine – directly outside the driveway of #1561

.1.4 Road Classification,

.1.5 Existing Speed Limit

Regional Distributor with an existing speed limit range form 60km/h to 70km/h within the traffic management zone.

.1.6 Road Authority

Karnup Road, Watkin Road, Richardson Street, Wright Road – Shire of Serpentine-Jarrahdale. South Western Highway – Main Roads WA

.1.7 Local Government

Shire of Serpentine-Jarrahdale .1.8 Client

.1.9 Prime Contractor

.1.10 Sub-Contractor/s TBA

.1.11 Scope of Works The repair and reconstruction of Karnup road over 3 months.

.1.12 Staging of Work / Temporary Traffic Management

Stage 1.0 The closure of Karnup Road directly outside of driveway #1561 for the repair of the storm damaged culvert & reconstruction of the road. The road shall only be accessible for local traffic between Richardson Street & Wellard Street, and from #1561 to South Western Highway, and fully closed between Wellard Road and #1561. A light vehicle detour route shall be implemented using South Western Highway, Summerfield Road, Castle Road and Richardson Street. A heavy vehicle detour route shall be implemented using South Western Highway, Watkins Road and Wright Road/Richardson Street. Stage 2.0 Prior to the closure of the road, the section of Karnup Road between South Western Highway and Richardson Street shall be closed to heavy vehicles only but open to light vehicles. A heavy vehicle detour route shall be implemented using South Western Highway, Watkins Road and Wright Road/Richardson Street.

.1.13 Project Date TBD (as soon as possible)

.1.14 Hours / Days of Work 0700 – 1600 working hours with a 24 hour road closure in place.

.1.15 Duration of Work 3 months

.1.16 Other Constraints

• High trafficable road.

• Although not a designated RAV route – site inspection has shown high volumes of heavy vehicles.

• Residential access / egress of #1561.

• Local school located along Wellard Street within close proximity to work area and within detour route.

• Complete collapse of carriageway. .1.17 Concurrent/adjacent .1.18 Works or Projects

No concurrent works in place.



- 9 -



Existing Traffic and Road Environment


.1.20 Traffic Volume and Composition

1,966vpd (12.3%)

.1.21 Existing road configuration

Sealed, undivided, two-way carriageway with a single lane in each direction.

.1.22 Existing Pedestrian / Cyclist Facilities

Not applicable.

Overview of Proposed Temporary Traffic Management


.1.24 Temporary Traffic Management Descriptions

Non-complex traffic arrangements.

.1.25 Speed Zones –

.1.26 Dates and Times Not applicable.

.1.27 Lane Closures –

.1.28 Dates and Times Not applicable.

.1.29 Road Closures –

.1.30 Dates and Times

TBD (asap) 24 hour closure in place for 3 months.

.1.31 Signal Modifications Description

Not applicable.

.1.32 Proposed Lane Widths

To be maintained until road closure is implemented.

.1.33 Road Safety Barrier Not applicable.

Project Representatives

.1.34 Position .1.35 Name .1.36 Contact Details

Road Authority Representative Shire of Serpentine Jarrahdale James Carn

P: (08) 95256 1115 E: [email protected]

Local Government

Project Manager / Prime Contractor Shire of Serpentine Jarrahdale Damien Murphy

P: 0429 369 212 E: [email protected]

Site Supervisor / Manager

TMP Design QTM Engineering Alan Stewart


TMP Implementation QTM Traffic Management Aaron Willetts


Shire of Serpentine Jarrahdale have engaged QTM Pty Ltd to prepare this Traffic Management Plan and

associated controls for the works.

The TMP will be implemented by QTM Pty Ltd (MRWA Registration Number #0002).



- 10 -



3. RISK MANAGEMENT

The following details the preliminary assessment of site hazards likely to be encountered, the level of

risk associated with each and the control proposed. Note that the risk level is the level of assessed risk

without the controls in place. The controls listed have been determined as being appropriate in

reducing the risk to a level that is acceptable.

The hierarchy of control has been utilised to ensure that the highest practicable level of protection and

safety is selected:

• Elimination

• Substitution

• Isolation

• Engineering

• Administration

• Personal Protection Equipment

In evaluating the options, a key consideration is whether the option takes traffic around, through or

past the worksite.



- 11 -



Risk Classification Tables

Qualitative measures of consequence or impact

.1.37 Level .1.38 Descriptor .1.39 Example Descriptions

1 Insignificant Midblock hourly traffic flow per lane is equal to or less than the allowable lane capacity detailed in AGTTM. No impact to the performance of the network. Affected intersection leg operates at a Level of Service (LoS) of A or B. No property damage.

2 Minor Midblock hourly traffic flow per lane is greater than the allowable road capacity and less than 110% of the allowable road capacity as detailed in AGTTM. Minor impact to the performance of the network. Intersection performance operates at a Level of Service (LoS) of C. Minor property damage.

3 Moderate Midblock hourly traffic flow per lane is equal to and greater than 110% and less than 135% of allowable road capacity as detailed in AGTTM. Moderate impact to the performance of the network. Intersection performance operates at a Level of Service (LoS) of D. Moderate property damage.

4 Major Midblock hourly traffic flow per lane is equal to and greater than 135% and less then170% of allowable road capacity as detailed in AGTTM. Major impact to the performance of the network. Intersection performance operates at a Level of Service (LoS) of E. Major property damage.

5 Catastrophic Midblock hourly traffic flow per lane is equal to and greater than 170% of allowable road capacity as detailed in AGTTM. Unacceptable impact to the performance of the network. Intersection performance operates at a Level of Service (LoS) of F. Total property damage.

OSH qualitative measures of consequence or impact

.1.40 Level .1.41 Descriptor .1.42 Example Descriptions

1 Insignificant No treatment required

2 Minor First aid treatment required.

3 Moderate Medical treatment required or Lost Time Injury

4 Major Single fatality or major injuries or severe permanent disablement

5 Catastrophic Multiple fatalities.



- 12 -



Qualitative measures of likelihood

.1.43 Level .1.44 Descriptor .1.45 Description

A Almost Certain

The event or hazard:

• is expected to occur in most circumstances,

• will probably occur with a frequency in excess of 10 times per year.

B Likely The event or hazard:

• Will probably occur in most circumstances,

• will probably occur with a frequency of between 1 and 10 times per year.

C Possible The event or hazard:

• might occur at some time,

• will probably occur with a frequency of 0.1 to 1 times per year (i.e. once in 1 to 10 years).

D Unlikely The event or hazard:

• could occur at some time,

• will probably occur with a frequency of 0.02 to 0.1 times per year (i.e. once in 10 to 50 years).

E Rare The event or hazard:

• may occur only in exceptional circumstances,

• will probably occur with a frequency of less than 0.02 times per year (i.e. less than once in 50 years).

IMPORTANT NOTE: The likelihood of an event or hazard occurring shall first be assessed over the

duration of the activity (i.e. “period of exposure”). For risk assessment purposes the assessed likelihood

shall then be proportioned for a “period of exposure” of one year.

Example: An activity has a duration of 6 weeks (i.e. “period of exposure” = 6 weeks). The event or

hazard being considered is assessed as likely to occur once every 20 times the activity occurs (i.e.

likelihood or frequency = 1 event/20 times activity occurs = 0.05 times per activity). Assessed annual

likelihood or frequency = 0.05 times per activity x 52 weeks/6 weeks = 0.4 times per year. Assessed

likelihood = Possible.



- 13 -



Qualitative Risk Analysis Matrix – Risk Rating

Consequences

Likelihood Insignificant

1 Minor

2 Moderate

3 Major

4 Catastrophic

5

Almost Certain (A) Low 5 High 10 High 15 Very High 20 Very High 25

Likely (B) Low 4 Medium 8 High 12 Very High 16 Very High 20

Possible (C) Low 3 Low 6 Medium 9 High 12 High 15

Unlikely (D) Low 2 Low 4 Low 6 Medium 8 High 10

Rare (E) Low 1 Low 2 Low 3 Low 4 Medium 7

Management approach for residual risk

Residual Risk Rating Required Treatment

Very High Unacceptable risk. HOLD POINT. Work cannot proceed until risk has been reduced.

High High priority, OSH MR and Roadworks Traffic Manager (RTM) must review the risk assessment and approve the treatment and endorse the TGS prior to its implementation.

Medium Medium Risk, standard traffic control and work practices subject to review by accredited AWTM personnel prior to implementation.

Low Managed in accordance with the approved management procedures and traffic control practices.



- 14 -



Risk Register

Risk ID

Risk Event Consequence

Pre-treatment Risk

Treatment

Residual Risk

Like

liho

od

Co

nse

qu

en

ce

Ris

k R

atin

g

Like

liho

od

Co

nse

qu

en

ce

Re

sid

ual

Health & Safety

1

Personnel may be struck by a vehicle while attempting to install and/or remove signs and devices.

Injury to workers.

C 5 H15

Ensure works personnel are protected by vehicle, have appropriate accreditation and are aware of correct procedures. Ensure all traffic controllers have been sufficiently trained, assessed and are wearing appropriate PPE.

E 5 M7

2

Vehicle(s) may lose control and enter the work zone. Injury to workers or road users.

C 5 H15

TMP details separation of traffic from work site and protection of workers. Ensure all traffic controllers have been sufficiently trained, assessed and are wearing appropriate PPE. Traffic Controllers are to identify their escape route prior to commencement of works.

E 5 M7

3

Construction machinery conflicting with traffic management personnel.

Injury to workers.

D 4 M8

Ensure that sufficient clearance between traffic controller positions and the edge of work activities is provided at all times. Ensure all traffic controllers have been sufficiently trained, assessed and are wearing appropriate PPE. Traffic Controllers are to identify their escape route prior to commencement of works.

E 4 L4

4 Vehicle breakdown and/or crash blocking the through carriageway.

Delays and congestion to the road network. D 3 M9

The TMP identifies procedures for the management of vehicle breakdown or crashes. E 3 L3

5 During after hours, the effectiveness of traffic management is reduced due to traffic management arrangements being in place for 24 hours per day.

Reduced compliance of the traffic management signs, possible traffic incident.

A 4 VH20 Ensure checks are made through the night and crews hold extra signage the following day to replace lost or stolen equipment. D 4 M8

Vulnerable Road & Path Users

6 Pedestrians or cyclists are struck by plant/equipment. Injury to pedestrians.

D 5 H10 TMP details warning to pedestrians and safeguards in the form Traffic Controllers during work hours at strategic locations to ensure safe passage through the site.

E 5 M7

7 Pedestrians or cyclists fall into an uncovered excavation. Injury to pedestrians.

C 5 H15 TMP details warning to pedestrians and provide temporary fencing to provide protection to the excavation. Where possible, the excavation shall be backfilled/covered when workers are not on site.

E 5 M7

Stakeholder Considerations

8

Emergency services being delayed as a result of traffic management arrangements.

Delays to emergency services.

A 4 VH20

Periods of work have been scheduled outside of peak traffic periods. The TMP details consultation and reporting requirements with emergency services.

D 4 M8



- 15 -



Risk ID


Pre-treatment Risk

Treatment

Residual Risk

Like

liho

od

Co

nse

qu

en

ce

Ris

k R

atin

g

Like

liho

od

Co

nse

qu

en

ce

Re

sid

ual

Traffic Impacts

9

Construction traffic entering and leaving the site may conflict with vehicles.

Traffic incident resulting in damage to vehicle(s) and/or injury to drivers.

C 4 H12

TMP Clause 7.4 details procedures for dealing with access and egress from the work area. E 4 L4

10

Working activities with road/carriageway closure arrangements resulting in detoured volumes on immediate and surrounding roads. Detoured volumes combined with existing carriageway volumes exceeding allowable capacities on affected roads.

Delays and congestion to the road network. Adverse public reaction to implementation.

D 4 M8

The TMP identifies appropriate work times relative to traffic volume peaks. The TMP identifies appropriate advance warning of the closure to reduce the impact of road closure arrangements. It is anticipated that traffic volumes approaching the affected area will be reduced by 20% as a result of the communications strategy. VMBs shall be installed a minimum of 7 days prior to implementation of the road closure schemes. During works, VMBs shall convey specific closure & detour information to road users. Traffic controllers shall monitor traffic flows at the immediate intersections and the detour route. Where unexpected queuing and delays occur, detours may be modified to redistribute traffic and reduce delays.

E 4 L4

Specifications, Standards, Rules & Policies

11

Incorrectly designed or implemented Traffic Management Plan may result in inadequate protection of the worksite.

Injury to workers.

D 5 H10

Traffic Management Plan must be designed & implemented by suitably accredited personnel in accordance with AS1742.3, the Main Roads WA Code of Practice & Austroads Guide to Temporary Traffic Management (AGTTM). The crew leader shall inspect the site to ensure that the temporary traffic management signs and devices have been erected and maintained on-site and comply with the endorsed TMP.

E 5 M7



- 16 -



Risk ID


Pre-treatment Risk

Treatment

Residual Risk

Like

liho

od

Co

nse

qu

en

ce

Ris

k R

atin

g

Like

liho

od

Co

nse

qu

en

ce

Re

sid

ual

12

Signs spaced beyond the tolerances provided (10% less or 25% more than distances given).

Reduced compliance of the traffic management signs.

A 3 H15

Where possible, signs & devices shall be placed within the tolerances provided. Where signs are located outside of these tolerances it is to reduce the risk of signs/devices obstructing driveways and/or side roads or provide a greater visibility to traffic. Generally, signs shall be placed at a greater distance apart rather than closer together to ensure visibility. Signs placed beyond the allowable tolerances due to lack of sufficient locations for signage at the correct spacing. This in turn gaining compliance from road users as signs are now at maximum visibility. VMB implementation for additional advanced warning to further minimise this risk.

D 3 L6

Environmental & Roadside Obstructions

13

Temporary traffic management signs and devices become illegible.

Rise in complaints to local government. Reduced compliance of the traffic management signs.

C 4 H12

A drive through inspection of the site shall occur immediately after installation, regularly while installed, and after any change is implemented.

E 4 L4

14

Temporary traffic management signs or devices obstruct driveway access or side roads.

Rise in complaints to local government. Damage to vehicles and/or traffic management signs/devices.

C 3 M9

Signs shall be placed only where it is safe to do so, on verges and medians where they do not obstruct driveways or side roads.

E 3 L3

15

Poor environmental conditions including rain, flooding, strong winds, fog/dust/smoke etc.

Impact to the visibility of traffic control devices. Change in condition of road surfaces.

B 4 VH16

Provision to address these conditions is detailed in section 5.1 of the TMP. If safety of workers or traffic becomes a significant concern, works are to be aborted or postponed until the weather conditions improve.

D 4 M8

Excavations / Work Area

16 Vehicle enters excavation or other hazard (steep slopes etc). Damage to vehicle(s) and/or

injury to drivers. D 5 H10

Excavations and other hazards are to be protected with devices appropriate to the type of excavation.

E 5 M7

17

Work area (excavation, site access) is disturbed resulting in the loss of trafficability of the road surface (This includes all cases where materials such as sand and dirt hinder road users).

Loss of control of vehicle(s) results in a traffic incident & damage to vehicle(s) and/or injury to drivers.

B 5 VH20

Supply equipment in the case of excavated material interrupting the road surface. i.e. brooms, shovels, etc. E 5 M7



- 17 -



Risk ID


Pre-treatment Risk

Treatment

Residual Risk

Like

liho

od

Co

nse

qu

en

ce

Ris

k R

atin

g

Like

liho

od

Co

nse

qu

en

ce

Re

sid

ual

Site Specific Considerations

18 Surface of side-track/temporary pavement deteriorates resulting in the loss of trafficability of the road surface.

Injury to workers or road users. C

5

H15

Contractor shall monitor and maintain surface of side-track used by traffic on daily basis. Rectification to deteriorated and/or unsafe surfaces shall occur promptly.

E 5 M7

19

Unauthorised site entry after hours by the public. Injury to patron. Damage to traffic control devices and/or moved traffic control devices resulting in a noncompliant site.

B 4 VH16

Ensure checks are made through the night and crews hold extra signage the following day to replace lost or stolen equipment. Contractor to ensure all site fencing is implemented and secured in accordance with the manufacturer’s requirements.

D 4 M8

20

Although not on the RAV network, heavy vehicles utilising Karnup Road not adhering to the traffic management arrangements.

Damage to traffic control devices. Unable to reserve and/or safely perform a U-turn and being stuck. Heavy vehicles using under capacity roads. Collapse of the road.

A 4 VH20

A separate detour to be provided specifically for heavy vehicles. VMB treatment messaging a heavy vehicle notice to ensure no misleading information is being provided. Heavy vehicles on the HVS network shall be notified via the Notification of Roadworks form.

D 4 M8

21

Insufficient lighting to road closure points and driveways within the work area after hours.

Damage to traffic control devices. Damage to site fencing. Rise in complaints from effected residents.

B 4 VH16

Implementation of lighting plant at all road closure points and driveways affected by the traffic management arrangements to maximise visibility to road users and for the protection of traffic control devices and work area.

D 4 M8

22 Noise from lighting plant. Rise in complaints from

residents. A 3 H15 Shire of Serpentine-Jarrahdale shall inspect noise levels on a regular basis. Lighting towers to be inspected and swapped out if generating excessive noise.

C 3 M9

23

Failure of lighting plant. Potential traffic incident. Damage to traffic control devices. Damage to site fencing.

C 4 H12

Ensure site checks are made and lighting towers are re-fueled and checked each evening. Faulty lighting towers shall be replaced at the earliest opportunity. The Shire of Serpentine-Jarrahdale shall provide residents with afterhours contact details to attend to site at short notice.

E 4 L4



- 18 -



Risk ID


Pre-treatment Risk

Treatment

Residual Risk

Like

liho

od

Co

nse

qu

en

ce

Ris

k R

atin

g

Like

liho

od

Co

nse

qu

en

ce

Re

sid

ual

24

Lighting plant glare affecting residents. Rise in complaints from residents.

B 3 H12

Contractor to ensure lighting plant has been angled to not affect local residents. Contractor to undertake a site inspection during afterhours and make necessary adjustments to lighting plant as required.

D 3 L6



- 19 -



4. TRAFFIC MANAGEMENT PLANNING AND ASSESSMENT

Traffic Assessment and Analysis

4.1.1 Traffic and Speed Data

A summary of recent traffic data is provided below:

.1.46 Location

.1.47 (Site Number) .1.48 Vehicles Per Day .1.49 (% Heavy Vehicles)

.1.50 Date .1.51 Source

Karnup Road (6841)

1,973vpd (12.9%)

2016/17

Traffic Map

Karnup Road (50590)

1,966vpd (12.3%)

2019/20

Traffic Map

A summary of recent speed data is provided below:

.1.52 Location

.1.53 (Site Number) .1.54 Posted Speed .1.55 (KM/H)

.1.56 85th Percentile Speed

.1.57 (KM/H) .1.58 Date .1.59 Source

Karnup Road (6841)

70km/h

67.3km/h

2016/17

Traffic Map

Karnup Road (50590)

70km/h

83km/h

2019/20

Traffic Map

4.1.2 Traffic Flow Analysis

Heavy Vehicles: Although not a designated RAV route, an onsite site observation has discovered that

Karnup Road is being used by heavy vehicles regularly to access South Western Highway. Upon this

discovery the traffic management arrangements shall accommodate the heavy vehicles using Karnup

Road by:

• A separate detour for heavy vehicles from general traffic, utilising RAV network shall be

implemented minimise the number of heavy vehicles utilising under capacity roads to access

South Western Highway.

• VMB’s specifically for heavy vehicles to be implemented for advanced warning purposes and

detour route notification.

By implementing the following, it is assumed that heavy vehicles will adhere to the signage and not

attempt to access Karnup Road on approach to the road closure points.

General Traffic: Traffic volumes of 1,966vpd exist along Karnup Road. The works will be carried out

under a complete road closure regardless of impact to the network as this is the only way works can be

completed. As the closure shall be implemented 24 hours per day over 3 months, suitable detours

routes using the surrounding network have been identified that can sufficiently support the detoured

traffic.



- 20 -



Additional advanced warning via VMB’s shall be implemented along South Western Highway and

Karnup Road for maximum notification to minimise the amount of traffic on approach to road closure

points.

4.1.3 Temporary Speed Zones

Not applicable due to road closure arrangement.

4.1.4 Existing Traffic Signals

The works will not impact any existing traffic signals.

4.1.5 Impact to Adjoining Network

An assessment of the traffic conditions determine that there is minimal impact on the existing road

network.

Local residents will be notified of the work via the methods outlined in section 4.5.2 and will be advised

of the disruption to the road network.

4.1.6 End-of-Queue Treatment

Not applicable.

4.1.7 Temporary Traffic Signals

Not applicable.

Road Users

4.2.1 Pedestrians

Pedestrians will not be impeded by theses works, traffic controllers onsite shall escort pedestrians

around the worksite as required and if safe to do so. Due to the location of works, this is highly unlikely.

4.2.2 Cyclists

Cyclists may be impeded by these works and therefore shall adhere to all traffic management

arrangements in place.

4.2.3 Public Transport

The works are expected to have no immediate impact to public transport or other bus services.

4.2.4 Heavy and Oversized Vehicles

Vehicle classification data indicates that approximately 12.3% of traffic on Karnup Road are classed as

heavy vehicles.

Karnup Road IS NOT a RAV route. Onsite inspections undertaken by the Shire of Serpentine-Jarrahdale

has determined that the affected section of Karnup Road is frequently being used by heavy vehicles as

a short cut. Due to the damaged culvert ALL heavy vehicles are required to be detoured so as not to

collapse the culvert until reconstruction works can commence. Heavy Vehicle Operations must post



- 21 -



notice that this section of Karnup Road is closed to ALL heavy vehicles until such time as the road is

closed for repairs.

They shall then provide notice to all Heavy Vehicle Operators when Karnup Road is closed.

4.2.5 Existing Parking Facilities

The works will not impact any existing parking facilities.

4.2.6 Access to Adjoining Properties / Business

Property #1561 shall be affected by works however arrangements shall be made to maintain property

access as per TGS002.

Property owners or occupiers adjacent to the work site will be advised of the works via advance written

notification informing them of the works, the likely duration and the possible impact on property

access.

4.2.7 Rail Crossings

The works will not impact on any rail crossings.

4.2.8 School Crossings

The works will not impact on any school crossings.

4.2.9 Special Events and Other Works

Works are scheduled so that the works are not affected by other work sites and/or special events which

may conflict with the effectiveness of the Traffic Management. Where unexpected worksites or events

arise, the Local Government Authority shall be notified.

4.2.10 Emergency Vehicle Access

Emergency services will have continual access to all properties and the worksite; hence no specific

facilities are required. A Traffic Controller shall assist emergency vehicles requiring to enter and/or

travel through the worksite. Emergency services shall be notified via DFES (using the Notification of

Roadworks form from Appendix 3 of the MRWA Code of Practice) of the proposed works nature,

location, date and times as well as contact details for the site supervisor.



- 22 -



Night Work Provisions

Works are to be undertaken during daylight hours, however the closure shall remain in place afterhours,

the following night provisions shall be implemented.

• Lighting at work sites shall, as a minimum requirement, illuminate the following areas:

o The work area;

o All road closure points.

• Wherever practicable it is recommended that the entire work area and immediate approach be lit.

• Floodlighting is recommended as traffic route lighting levels will not normally be adequate for an active worksite.

• Steps should be taken to ensure that floodlighting does not produce glare sources for approaching drivers.

• The adverse environmental effects of high lighting levels close to residential property should be considered.

• Dimming controls on illuminated Flashing Arrow Boards and matrix type Variable Message Signs should be checked for current operation.

• All personnel are to wear high visibility vests.

Road Safety Barriers

Not applicable.

Consultation and Communication / Notification

4.5.1 Other Agencies

In accordance with the CoP all relevant agencies shall be notified using the ‘Notification of Roadworks’

form attached in Appendix “A”. A distribution list is provided on the bottom of the form. Other agencies

shall be notified as required.

4.5.2 Public

Public notification will be undertaken in the form of:

o Letter drop to all residents within the traffic control zone one week ahead of the scheduled works.

o VMS boards during the works. o Social Media and website advertising.



- 23 -



5. SITE ASSESSMENT

Provision to Address Environmental Conditions

5.1.1 Adverse Weather

Weather is not expected to adversely impact on the effectiveness of the traffic control detailed on the

attached TGS’s. Notwithstanding this, should adverse weather conditions be encountered during the

works, the following contingency plans should be activated. Note: any adjustments to the plan shall be

risk assessed and approved by someone holding a WTM or AWTM accreditation.

5.1.1.1 Rain

In the event of rain, an on-site assessment shall be made and sign spacing, and tapers may be extended

by 25% to account for increased stopping distances. “Slippery When Wet” signs may be placed as

required and all changes shall be recorded in the daily diary.

Where rain occurs, Traffic Management Personnel shall audit the site and where signage and / or

devices are not clearly visible, signage may need to be adjusted to improve visibility or if necessary

provide additional signage and delineation. Where stopping distances are adversely affected by wet

surfaces, spacing between signs may need to be adjusted to provide increased reaction time for drivers.

In cases where it is determined that the rain is so heavy that the risk is considered unacceptable, all

work shall cease until rain has cleared. All changes shall be noted in the daily diary.

5.1.1.2 Floods

Should works be affected by flooding to the extent that the worksite becomes impassable or risk is

considered unacceptable, all work shall cease immediately and Traffic Controllers (and other personnel

if necessary) shall be deployed immediately to close the site and direct traffic around the flooded area

(under the direction of the project manager or traffic manager). Emergency services and the Road

Authority shall be notified immediately, and Traffic Controllers shall remain onsite until emergency

services and the Road Authority personnel arrive and take control of the site.

5.1.1.3 Other Adverse Weather (strong winds, thunderstorms, etc.)

There is currently no other adverse weather expected to impact on the effectiveness of the traffic

control detailed on the attached TGS’s. Should unexpected sever weather arise while traffic

management is implemented on site, additional equipment shall be sent to site as required to mitigate

any hazards that arise. If the works are deemed too dangerous to continue, they shall be rescheduled

until a later date.



- 24 -



5.1.2 Sun Glare

Where sun glare is identified as adversely affecting a driver’s ability to sight signage and / or traffic

control devices, sign locations may need to be adjusted and additional delineation and/or traffic control

devices provided to address the risk from glare. Additionally, in the event that traffic control is

adversely affected by glare at sunset and sunrise, traffic controllers may need to assist in maintaining

low traffic speeds.

5.1.3 Fog, Dust and Smoke

Where fog, dust or smoke is identified as adversely affecting a driver’s ability to sight signage and / or

traffic control devices, sign locations may need to be adjusted and additional delineation and/or traffic

control devices provided to address the risk. All changes are to be noted in the daily diary.

Should works be affected by fog, dust or smoke to the extent that risk is considered unacceptable, all

work shall cease immediately and Traffic Controllers (and other personnel if necessary) shall be

deployed immediately to close the site.

5.1.4 Road Geometry, Terrain, Vegetation and Structures

There are no identified impacts associated with road geometry, terrain, vegetation or structures.

Notwithstanding this, should the initial setup inspection indicate adverse impacts associated with the

geometry, terrain, vegetation or structures, traffic control devices may be extended by 25% or reduced

by 10% in order to address identified issues.

Existing Traffic and Advertising Signage

There are no identified impacts associated with existing traffic or advertising signage. Notwithstanding

this, should the initial setup inspection indicate adverse impacts associated with existing signage, traffic

control devices may be extended by 25% or reduced by 10% in order to address identified issues.



- 25 -



6. SAFETY PLAN

Occupational safety and health

All persons and organisations undertaking these works or using the roadwork site have a duty of care

under statute and common law to themselves, their employees, and all site users, lawfully using the

site, to take all reasonable measures to prevent accident or injury.

This TMP forms part of the overall project Safety Management Plan and provides details on how all

road users considered likely to pass through, past, or around the worksite will be safely and efficiently

managed for the full duration of the site occupancy and works.

Roles and Responsibilities

6.2.1 Responsibilities

The Project Manager has the ultimate responsibility to ensure the TMP is implemented for the

prevention of injury and property damage to employees, contractors, sub-contractors, road users and

all members of the public.

The Project manager will ensure all site personnel are fully aware of their responsibilities, and that

Traffic Controllers are appropriately trained and accredited and that sufficient controllers are available

to ensure appropriate breaks are taken.

All personnel engaged in the field activities will follow the correct work practices as required by the

CoP, AGTTM and AS1742.3.

All personnel will not commence or continue work until all signs, devices and barricades are in place

and operational in accordance with the requirements of the TMP.

All personnel responsible for temporary traffic management shall ensure that the number, type and

location of signs, devices and barricades are to a standard not less than Appendix F of this plan, CoP,

AGTTM and AS1742.3. Should a situation arise that is not covered by this TMP, CoP, AGTTM or

AS1742.3, the Road Authority Representative shall be notified.



- 26 -



6.2.2 Roles

The following diagram outlines the responsibility hierarchy of this contact.

6.2.2.1 Project Manager

The project manager shall:

• Ensure all traffic control measures of this TMP are placed and maintained in accordance with this plan and the relevant Acts, Codes, Standards and Guidelines

• Ensure suitable communication and consultation with the affected stakeholders is maintained at all times

• Ensure inspections of the temporary traffic management are undertaken in accordance with the TMP, and results recorded. Any variations shall be detailed together with reasons

• Review feedback from field inspections, worksite personnel and members of the public, and take action to amend the traffic control measures as appropriate following approval from the Road Authority’s Representative

• Arrange and/or undertake any necessary audits and incident investigations

6.2.2.2 Site Supervisor

The site supervisor is responsible for overseeing the day-to-day activities, and is therefore responsible

for the practical application of the TMP, and shall:

• Instruct workers on the relevant safety standards, including the correct wearing of high visibility safety vests

• Ensure traffic control measures are implemented and maintained in accordance with the TMP

• Undertake and submit the required inspection and evaluation reports to management

• Render assistance to road users and stakeholders when incidences arising out of the works affect the network performance or the safety of road users and workers

Project Manager

Site Supervisor

Subcontractors & Workers

Traffic Supervisor

Traffic Controller(s)



- 27 -



• Take appropriate action to correct unsafe conditions, including any necessary modifications to the TMP.

6.2.2.3 Traffic management personnel

• At least one person on site shall be accredited in Basic Worksite Traffic Management, and shall have the responsibility of ensuring the traffic management devices are set out in accordance with the TMP.

• All sites that are deemed are ‘complex’ by the Main Roads WA Code of Practice require at least one person accredited with either Worksite Traffic Management or Advanced Worksite Traffic Management to be on site to manage variations, contingencies and emergencies, and to take overall responsibility for traffic management.

• At all other sites, at least one person accredited in Advanced Worksite Traffic Management shall be available to attend the site at short notice at all times to manage variations, contingencies and emergencies, and to take overall responsibility for traffic management.

6.2.2.4 Traffic Controllers

Traffic Controllers shall be used to control road users to avoid conflict with plant, workers, traffic and

pedestrians, and to stop and direct traffic in emergency situations. When using PTCDs, back up traffic

controllers shall be provided and be positioned in a safe but prominent location to ensure drivers are

aware that compliance with the PTCD is being observed.

Traffic Controllers shall:

• Operate in accordance with AGTTM Part 7: Traffic Controllers

• Be accredited in Basic Worksite Traffic Management

• Hold a current Traffic Controller’s accreditation

• Be relieved from their duty after not more than 2 hours for a period of rest or “other duties” of at least 15 minutes as required by AGTTM and/or OS&H Regulations.

6.2.2.5 Workers and subcontractors

Workers and Subcontractors shall:

• Correctly wear high visibility vests, in addition to other protective equipment required (e.g. footwear, eye protection, helmet sun protection etc.), at all times whilst on the worksite.

• Comply with the requirements of the TMP and ensure no activity is undertaken that will endanger the safety of other workers or the general public.

• Enter and leave the site by approved routes and in accordance with safe work practices.



- 28 -



Personal Protective Equipment (PPE)

All personnel entering the work site shall correctly wear high visibility vests to AS/NZS 4602, in addition

to other protective equipment required on a site-by-site basis (e.g. protective footwear, eye protection,

helmet, sun protection, respiratory devices etc.) at all times whilst on the worksite.

Plant and equipment

All plant and equipment at the workplace shall meet statutory requirements and have the required

registration, licences or certification where required. All mobile equipment shall be fitted with suitable

reversing alarms. All mobile plant and vehicles shall be fitted with a pair of rotating flashing yellow

lamps in accordance with AS1742.3 clause 4.14.1. All workers will be made aware of the safe work

practice at the time of the site induction.

Trip Hazards

The worksite and its immediate surroundings shall be suitably protected and free of hazards, which

could result in tripping by cyclists or pedestrians. Hazards, which cannot be removed, shall be suitably

protected to prevent injury to road users, including those with sight impairment. Where level

differences are significant, suitable barriers, which preclude pedestrian access shall be used.

Where works extend beyond daylight hours and adjacent lighting is insufficient to illuminate hazards to

cyclists or pedestrians, appropriate temporary lighting shall be installed.

The worksite shall be kept tidy to reduce the risk to workers.



- 29 -



7. IMPLEMENTATION

Traffic Guidance Schemes

The Traffic Guidance Scheme (TGS) outlined in Appendix “F” and listed below have been provided for

the following stages to demonstrate the type of controls that will be implemented throughout the term

of the contract. All sign and device requirements are shown on each TGS. Should the use of additional

(not shown on the TGS or listing of devices) or reduced number of devices be required due to

unforeseen needs, they shall be recorded within the Daily Diary as a variation to the TMP, following

prior approval.

Construction Stages

Traffic Management Stages TGS Number and Version Details

Repair and reconstruction

of the road. 1.0 Road closure

2107-TGS29998-001-01 2107-TGS29998-002-01 2107-TGS29998-003-01 2107-TGS29998-004-00 2107-TGS29998-005-00 2107-TGS29998-006-00 2107-TGS29998-007-00

Complete road closure

Prevention of further road

collapse.

2.0 Heavy vehicle detour

2107-TGS29998-008-00 2107-TGS29998-009-00 2107-TGS29998-010-00 2107-TGS29998-011-00 2107-TGS29998-012-00

Detour for heavy vehicle only. Open to light vehicles.

Sequence and Staging

The sequence of temporary traffic management installation, work activities and temporary traffic

management removal are shown in the table below. Further detail of TGS installation & removal

sequences and staging can be found in AGTTM Part 6, sections 6 & 8.

Step Details

01 VMB implementation.

02 All advance warning signs.

03 All intermediate advance warning and regulatory signs and devices required in

advance of the work area.

04 All delineating devices required.

05 Completion of works

06 Site checked & cleaned up

07 Removal of traffic control signs and devices in the reverse order of erection



- 30 -



Traffic Control Devices

7.3.1 Sign Requirements

All signs used shall conform to the designs and dimensions as shown in Australian Standard AS 1742.3,

AGTTM and the CoP.

Prior to installation, all signs and devices shall be checked by the Site Supervisor or a suitably qualified

person to ensure that they are in good condition and meet the following requirements:

• Mechanical condition - Items that are bent, broken or have surface damage shall not be used.

• Cleanliness - Items should be free from accumulated dirt, road grime or other contamination.

• Colour of fluorescent signs - Fluorescent signs whose colour has faded to a point where they have lost their daylight impact shall be replaced.

• Retroreflectivity. - Signs for night-time use whose retroreflectivity is degraded either from long use or surface damage and does not meet the requirements of AS 1906 shall be replaced.

• Battery operated devices - shall be checked for lamp operation and battery condition.

Where signs do not conform either to the requirements of AS 1742.3 or would fail to pass any of the

above checks, they shall be replaced on notice.

Signs and devices shall be positioned and erected in accordance with the locations and spacing’s shown

on the drawings. All signs shall be positioned and erected such that:

• They are properly displayed and securely mounted;

• They are within the driver’s line of sight;

• They cannot be obscured from view;

• They do not obscure other devices from the driver’s line of sight;

• They do not become a possible hazard to workers or vehicles; and

• They do not deflect traffic into an undesirable path.

Signs and devices that are erected before they are required shall be covered by a suitable opaque

material. The cover shall be removed immediately prior to the commencement of work.

Where there is a potential for conflict of information between existing signage and temporary signage

erected for the purpose of traffic control, the existing signs shall be covered. The material covering the

sign shall ensure that the sign cannot be seen under all conditions i.e. day, night and wet weather. Care

will be taken to ensure existing signs are not damaged by the covering material or by adhesive tape.



- 31 -



7.3.2 Tolerances on Positioning of Signs and Devices

Where a specific distance for the longitudinal positioning of signs or devices with respect to other items

or features is stated, for the spacing of delineating devices or for the length of tapers or markings, the

following tolerances may be applied:

a) Positioning of signs, length of tapers or markings:

i) Minimum, 10% less than the distances or lengths given.

ii) Maximum, 25% more than the distances or lengths given.

b) Spacing of delineating devices:

i) Maximum, 10% more than the spacing shown.

ii) No minimum.

These tolerances shall not apply where a distance, length or spacing is already stated as a maximum, a

minimum or a range.

7.3.3 Flashing Arrow Signs

Not applicable.

7.3.4 Delineation

Cones shall be used for delineation unless other treatment is specified in the Traffic Management Plan

or on the Traffic Guidance Schemes. All cones shall be at least 700 millimetres in height and constructed

from fluorescent orange or red material that is resilient to impact and will not damage vehicles when

hit at low speed. Cones will be fitted with suitable white retro-reflective tape placed in accordance with

AS 1742.3.

Cones shall be designed to be stable under reasonably expected wind conditions and air turbulence

from passing traffic.

The base of the cones will be secured so that they are not dislodged by traffic. Cones will be inspected

at intervals necessary to ensure any misalignment or displacement is identified and corrected prior to

this causing disruption to traffic.



- 32 -



Site Access for Work Vehicles

Construction and/or traffic management vehicles entering and exiting the traffic stream shall be

mindful of the conditions that may affect the safety of these movements.

Access points shall be noted on the TGS and traffic controllers, work personnel and suppliers notified.

Traffic Controllers may assist work vehicles enter and exit the work area.

All entry and exit movements will be in accordance with the Road Traffic Code and shall be undertaken

in the following manner:

Vehicles shall:

• Decelerate slowly and signal their intention by indicator to leave the traffic stream;

• Activate the vehicle’s rotating yellow lamp, where fitted, once a speed of 20 km/h. has been

reached and at least 50m prior to the exit location.

• Switch on the vehicle hazard lights once the vehicle is stationary.

• Where risks associated with unassisted exit or entry to or from the traffic stream are high,

Traffic Controllers should be used to assist entry and exit movements.

Vehicles fitted with rotating amber lamps shall have the vehicle’s rotating lamp activated prior to

entering the traffic stream and shall undertake the following:

• Switch off the vehicle hazard lights;

• Indicate intention to enter the traffic stream using direction indicators;

• Ensure there is a suitable gap from oncoming traffic to allow for a safe entry manoeuvre; and,

• Turn off the rotating yellow lamp(s) once a speed of 40 km/h is reached.

Entry and exit manoeuvres shall be avoided in close proximity to intersections. Work personnel shall

not cross traffic streams on foot unless absolutely necessary.

Vehicles shall not obstruct paths and be parked an adequate distance from intersections or driveways

to ensure clear sight lines remain for all road users.



- 33 -



Communicating TMP Requirements

Prior to commencement of works on site, the traffic controller crew leader shall directly liaise with the

Project Manager to discuss procedures and practices associated with the works & TMP. All traffic

controllers shall complete any applicable site inductions prior to commencement of works. Visitors to

the site must also receive suitable instruction and wear the required personal protection equipment.



- 34 -



8. EMERGENCY ARRANGEMENTS AND CONTINGENCIES

Traffic Incident Procedures

In the event of an incident or accident, whether or not involving traffic or road users, all work shall

cease and traffic shall be stopped as necessary to avoid further deterioration of the situation. First Aid

shall be administered as necessary, and medical assistance shall be called for if required.

Road plant within the work area that may impact on any services requiring access to a crash site will be

cleared from the area quickly as necessary.

8.1.1 Serious Injury or Fatality

In the case of serious injury or fatality occurring within the traffic management site all work shall cease

immediately, machinery and vehicles turned off and the area cleared of personnel as soon as possible.

Traffic Controllers (and other personnel if necessary) shall be deployed immediately to ensure no traffic

or other road users approach the area.

An Ambulance and Police shall be called on telephone number 000 where life threatening injuries are

apparent.

All road workers and traffic management personnel shall preserve the scene leaving everything in situ,

until direction is given by Police or WorkSafe.

A site-specific detour route and/or road closure point will be determined, signed and controlled by

traffic management personnel and advised to Police, who will take charge of the site upon arrival.

Detour routes will be determined so as to cater for all types of vehicles required to use them. An

example of how to manage an emergency can be found in Section 5 of AGTTM Part 10.

All site personnel shall be briefed on control procedures covering incidents and crashes that result in

serious injury or fatalities.

If it is determined that a road closure point is required on Karnup Road, the road shall remain closed as

per TGS001 to TGS006. Emergency services shall be notified along with Main Roads WA, the Shire of

Serpentine Jarrahdale and all local residents.



- 35 -



8.1.2 Minor Incident or Vehicle Breakdown within Site

Broken down vehicles and vehicles involved in minor non-injury crashes shall be temporarily moved to

the verge as soon as possible after details of the crash locations have been gathered and noted. Suitable

recovery systems shall be used to facilitate prompt removal of broken down or crashed vehicles.

Assistance shall be rendered to ensure the impact of the incident on the network is minimised.

Any traffic crash resulting in non-life-threatening injury shall be reported to the WA Police Service on

131 444.

Details of all incidents and accidents shall be reported to the Site Supervisor and Project Manager using

the incident report form at Appendix “C” (or similar).

Emergency Services

Emergency services shall be notified of the proposed works nature, location, date and times as well as

contact details for the site supervisor.

On-site traffic controllers will be equipped with mobile communications to advise and/or liaise with

emergency services to ensure a prompt response should the need arise.

Dangerous Goods

Should any incident arise involving vehicles transporting dangerous goods, all work shall cease

immediately, machinery and vehicles turned off and the area cleared of personnel as soon as possible.

Traffic Controllers (and other personnel if necessary) shall be deployed immediately to ensure no traffic

or other road users approach the area.

Emergency services shall be notified of the proposed works nature, location, date and times as well as

contact details for the site supervisor. All site personnel shall be briefed on evacuation and control

procedures.

Damage to Services

In the event that gas services are damaged, all work shall cease immediately, machinery and vehicles

turned off and the area cleared of personnel as soon as possible. Traffic Controllers (and other

personnel if necessary) shall be deployed immediately to ensure no traffic or other road users approach

the area. The Police Service and relevant supply authority shall be called immediately. Damage to any

other services shall be treated in a similar manner except machinery may remain operational and access

may be maintained where it is safe to do so.

All site personnel shall be briefed on evacuation and control procedures.



- 36 -



Failure of Services

8.5.1 Failure of Traffic Signals

Not applicable.

8.5.2 Failure of Street Lighting

In the event that street lighting is damaged and fails to operate or operates incorrectly, Traffic

Controllers (and other personnel if necessary with appropriate temporary lighting) shall be deployed

immediately if the lighting failure adversely affects road user safety to control traffic movements as

required. Western Power shall be notified immediately.

8.5.3 Failure of Power

In the event that power infrastructure is damaged and poses a risk through live current, Traffic

Controllers (and other personnel if necessary) shall be deployed immediately to secure the site and

prevent entry to the area affected by live power. Western Power shall be notified immediately (phone

13 13 51).

Emergency Contacts

In the event of an emergency the following relevant authorities must be contacted and advised of the

nature of works, location, type of emergency and contact details for the site supervisor.

.1.60 Emergency Service .1.61 E-mail/Website .1.62 Phone

(Emergency)

WA Police Service State.Traffic.Intelligence.Planning.&[email protected]

000

St. John Ambulance [email protected] 000

DFES www.dfes.wa.gov.au/contactus/pages/dfesoffices.aspx 000

Power http://www.westernpower.com.au/customerservice/contactus/ 13 13 51

Gas [email protected] 13 13 52



mailto:State.Traffic.Intelligence.Planning.&[email protected]


mailto:[email protected]

http://www.dfes.wa.gov.au/contactus/pages/dfesoffices.aspx

http://www.westernpower.com.au/customerservice/contactus/


- 37 -



9. MONITORING AND MEASUREMENT

Daily Inspections

Prior to works commencing the Site Supervisor shall undertake to communicate the Traffic

Management Plan to all key stakeholders and affected parties.

On completion of setting out the traffic control measures, the site is to be monitored for a suitable

period of time. If traffic speeds on the approaches to the work site are assessed as being above the

temporary posted speed zone for the work site, the Site Supervisor is to initiate action to modify the

approach signage and tapers in accordance with the requirements of AGTTM/CoP. All such actions are

to be recorded in the Daily Diary. Should road users be observed to continue to travel in excess of the

posted speed limit, the police may be requested to attend the site to enforce the temporary posted

speed limit.

The Traffic Management Contractor shall ensure that all temporary signs, devices and controls are

maintained at all times. To achieve this, procedures in line with the requirements outlined in AGTTM

Part 6 will be instituted. The monitoring program shall incorporate inspections:

• Before the start of work activities on site,

• During the hours of work,

• Closing down at the end of the shift period, and

• After hours.

A daily record of the inspections shall be kept indicating:

• When traffic controls where erected,

• When changes to controls occurred and why the changes were undertaken,

• Any significant incidents or observations associated with the traffic controls and their impacts on road users or adjacent properties.

The Traffic Management Contractor shall ensure that personnel are assigned to monitor the traffic

control scheme. Inspections shall at least satisfy the following requirements.

9.1.1 Before work starts

• Confirm TMP and TGS are suitable for the day’s activities;

• Inspect all signs and devices to ensure they are undamaged, clean and comply with the requirements depicted on the TGS;

• All lamps should be checked and cleaned as necessary;

• After any adjustments have been made to the signs and devices, conduct a drive through inspection to confirm effectiveness.



- 38 -



9.1.2 During work hours

• Designate and ensure that appropriate work personnel drive through the site periodically to inspect all signs and devices and ensure they are undamaged and comply with the requirements depicted on the Traffic Guidance Schemes;

• Attend to minor problems as they occur;

• Conduct on the spot maintenance/repairs as required;

• When traffic controllers are on the job, ensure they remain in place at all times. Relieve controllers as necessary to ensure attentiveness is retained;

• During breaks or changes in work activities remove or cover any signs that do not apply (e.g. Prepare to Stop, Workers symbolic);

• Re-position signs and devices as required by work processes throughout the day and keep records of any changes.

9.1.3 Closing Down Each Day

• Conduct a pre-close down inspection, allowing time for any appropriate maintenance works;

• Remove any unnecessary signage (e.g. Prepare to Stop);

• Install barriers and lights where required;

• Drive through site and confirm all signs and devices are operating correctly with no misleading visual cues;

• Record details of inspection and any changes made to layout.

9.1.4 After Hours

• Appoint personnel to conduct after dark checks. Replace any signs / devices not working, missing or damaged and record in diary.

• Appoint personnel to conduct checks on non-workdays (e.g. weekends). Replace any signs / devices not working, missing or damaged and record in diary.

• The frequency of inspections needs to align with the amount of traffic management on site, weather conditions, vehicle types and volumes, road user behaviour and site-specific risks.

TMP Audits and Inspections

One compliance audit (using the ‘Compliance Audit Checklist for Traffic Management for Works on

Roads’ – found on the MRWA website) may be conducted following setting up of the traffic

management and prior to commencement of the works.

Audit findings, recommendations and actions taken shall be documented and copies forwarded to the

Project Manager and the Road Authority’s Representative.



- 39 -



Records

A daily diary recording all inspections including variations to the approved TMP shall be kept using the

Daily Diary.

The Traffic Supervisor is to record all inspections made on a daily basis and at those times prescribed

by the Traffic Management Implementation Standards. Upon completion of each day the Traffic

Supervisor shall provide copies of the daily diary record to the Project Manager.

The Traffic Supervisor is to record all variations made to the approved Traffic Management Plan on a

daily basis and indicate clearly the nature of the variations and the reason for the variations. Upon

completion of each day the Traffic Supervisor shall provide copies of the variation record to the Project

Manager.

Public Feedback

Any feedback received from the public shall be reviewed by the project manager & field supervisor. The

project manager shall take action to amend the traffic control measures as appropriate following

consultation with Advance Worksite Traffic Management accredited personnel.



- 40 -



10. MANAGEMENT REVIEW AND APPROVALS

TMP Review and Improvement

Improvement Action Summary Reports raised during the works are discussed and analysed during

Management Review with specific attention to the analysis of trends. Trends are indicated by analysis

of the recurrence of non-conformance categories shown in the non-conformance reports.

Variations

Any on-site variations must be noted in the Daily Diary.

Approvals

Before work commence it is necessary to seek approval from the following:

• Main Roads WA (Road Planned Interventions, HVS, etc);

• Shire of Serpentine-Jarrahdale

• Main Roads WA.



- 41 -



APPENDIX A – NOTIFICATION OF ROADWORKS

NOTIFICATION OF ROADWORKS – ROAD CLOSURE STAGE 1.0



- 42 -



NOTIFICATION OF ROADWORKS Notifications are to be distributed at least one (1) week in advance of works.

Where the traffic management is to interfere with traffic signal operation, prior approval is required 3wks in advance via [email protected].

Where the works will place restrictions on Oversize and/or Restricted Access Vehicles Main Roads HVS requires at least 2 weeks’ notice.

TMP reference: 2107-TMP29998-001-00

Communications sent to MRWA representative?:

Yes

No

N/A

Shire of Serpentine-Jarrahdale to complete

Anticipated start date: TBD Anticipated finish date: 3 months post start date.

Daily work hours: 0700 – 1600 (24 hour traffic arrangements)

Is weekend work applicable?: Yes No

Location of works (Road/Street, Suburb):

Karnup Road, Serpentine (n/c Wellard Street)

Description of works: Repair and reconstruction of Karnup Road directly in front of driveway #1561 over approximately 3 month period.

Description of traffic management

arrangements:

The closure of Karnup Road directly outside of driveway #1561 for the repair & reconstruction of the road. The road shall only be accessible for local traffic between Richardson Street & Wellard Street, and from #1561 to South Western Highway, and fully closed between Wellard Road and #1561.

Posted Speed Limit: 70km/h Worksite speed limit: - After hours speed limit: -

What is the anticipated effect on traffic flows?:

Minimal

Are lanes closed at signals?:

Yes No N/A Are signal loops or hardware affected?

Yes No N/A

Will signal phases need time changes?

Yes No N/A Will signals need to

revert automatically? Yes No N/A

Date of signal “black out”: Times of signal “black out”:

Will Police attendance be required?:

Yes No Dates for Police attendance:

Are bridges located in area of works, (inc detours)?:

Yes No Will changes to traffic

flows/composition occur on bridges? Yes No

Are the works located within a School Zone?:

Yes No Will children’s crossings be altered

during works? Yes No

Oversize and/or Restricted Access Vehicle Roadwork Restrictions

Location of works (include – road name, nearest intersection or marked location and SLKs)

Road Name(s)

Bridge number if

applicable

Karnup Road, Serpentine.

Nearest Intersection /

marked location / SLKs

n/c Wellard Street

Additional information Not a RAV network route – however 12.3% heavy vehicle volumes.

On site observation has shown heavy vehicles that shouldn’t be are using this road to access South

Western Highway. The culvert was damaged in storms but only temporarily until it can be completely

reconstructed. Until complete reconstruction – the road shall be CLOSED to all heavy vehicles.

Will there be a width restriction for oversize

vehicles exceeding 2.5m in width?

If yes, what width limit is to be imposed on

oversize vehicles travelling through the site?

Yes

No

Will there be a height restriction for oversize

vehicles exceeding 4.3m in height?

Yes

No

24/7 Full road

closure




- 43 -



Will the width restrictions be in place outside

the daily work hours?

Yes

No

If yes, what is the minimum height of the

structure causing the restriction?

Can the width restrictions be removed if

operators provide prior notice?

Yes

No

If the width restrictions are fixed in place, are

operators able to have a wider oversize

combination if a 1.2m ground clearance can

be achieved?

Do not complete if width restrictions can be

removed.

Yes

No

If yes, how much notice will be required? (i.e.

24/48 hours’ notice).



Please provide the name and phone number

of the best contact for further details in relation

to these works.

Name:

Contact number (mobile):

Shire of Serpentine Jarrahdale

James Carn (08) 9526 1115

[email protected]


of the contact for prior notification of

movements.

Name:


Not applicable.

Will the work result in a road closure that will

impact on Restricted Access Vehicles?

Yes

No

If yes, have discussions been held with Main

Roads Heavy Vehicle Services (HVS) in

regards to a suitably approved RAV network

detour. If no, please contact HVS Route

Assessments on 138 486 for assistance.

Note: an assessment request for a proposed

detour may take up to a week to be

processed.

Yes

Shire will consult

further with HVO

Road Authority: Shire of Serpentine Jarrahdale.

Postal Address: 6 Paterson Street, Mundijong WA 6123

Telephone: (08) 9526 1111 Email: [email protected] Facsimile: 9525 5441

Contact: James Carn

Telephone: (08) 9526 1115 Email: [email protected] Mobile:

Construction Contractor: Shire of Serpentine Jarrahdale.



Contact: Damien Murphy

Telephone: (08) 9526 1302 Email: [email protected] Mobile: 0429 369 212

After hours contact: Damien Murphy Telephone: (08) 9526 1302 Mobile: 0429 369 212

Traffic Management Contractor: QTM Pty Ltd

Postal Address: PO Box 97 Maddington WA 6109

Telephone: (08) 6244 1650 Email: [email protected] Facsimile: Nil

Contact: Alan Stewart

Telephone: (08) 6244 1650 Email: [email protected] Mobile: N/A

After hours contact: QTM Field Supervisor Telephone: (08) 6244 1650 Mobile: N/A

Distribution List Email/Website

WA Police State Traffic Coordination State.Traffic.Intelligence.Planning.&[email protected]

MRWA Customer Information Centre [email protected]

MRWA Heavy Vehicle Services [email protected]

St John’s Ambulance [email protected] Fire & Emergency Services [email protected] Local Government [email protected]










- 44 -



NOTIFICATION OF ROADWORKS – ROAD OPEN (CLOSED TO HEAVY VEHICLES) STAGE 2.0



- 45 -



NOTIFICATION OF ROADWORKS Notifications are to be distributed at least one (1) week in advance of works.

Where the traffic management is to interfere with traffic signal operation, prior approval is required 3wks in advance via [email protected].

Where the works will place restrictions on Oversize and/or Restricted Access Vehicles Main Roads HVS requires at least 2 weeks’ notice.

TMP reference: 2107-TMP29998-001-00

Communications sent to MRWA representative?:

Yes

No

N/A

Shire of Serpentine-Jarrahdale to complete

Anticipated start date: ASAP Anticipated finish date: Unknown

Daily work hours: 24/7 Is weekend work applicable?: Yes No

Location of works (Road/Street, Suburb):

Karnup Road, Serpentine (n/c Wellard Street)

Description of works: DETOUR OF ALL HEAVY VEHICLES FROM KARNUP ROAD BETWEEN SOUTH WEST HIGHWAY & RICHARDSON STREET. CULVERT DAMAGED AND REPAIRED TO ALLOW ROAD TO OPEN UNTIL FULL CLOSURE TO COMPLETE FULL RECONSTRUCTION

Description of traffic management

arrangements:

DETOUR HEAVY VEHICLES ONLY UNTIL DAMAGED CULVERT IS FULLY REPAIRED

Posted Speed Limit: 70km/h Worksite speed limit: - After hours speed limit: -

What is the anticipated effect on traffic flows?:

Minimal

Are lanes closed at signals?:

Yes No N/A Are signal loops or hardware affected?

Yes No N/A

Will signal phases need time changes?

Yes No N/A Will signals need to

revert automatically? Yes No N/A

Date of signal “black out”: Times of signal “black out”:

Will Police attendance be required?:

Yes No Dates for Police attendance:

Are bridges located in area of works, (inc detours)?:

Yes No Will changes to traffic

flows/composition occur on bridges? Yes No

Are the works located within a School Zone?:

Yes No Will children’s crossings be altered

during works? Yes No

Oversize and/or Restricted Access Vehicle Roadwork Restrictions

Location of works (include – road name, nearest intersection or marked location and SLKs)

Road Name(s)

Bridge number if

applicable

Karnup Road, Serpentine.

Nearest Intersection /

marked location / SLKs

n/c Wellard Street

Additional information Not a RAV network route – however 12.3% heavy vehicle volumes.

On site observation has shown heavy vehicles that shouldn’t be are using this road to access South

Western Highway. The culvert was damaged in storms but only temporarily until it can be completely

reconstructed. Until complete reconstruction – the road shall be CLOSED to all heavy vehicles.

Will there be a width restriction for oversize

vehicles exceeding 2.5m in width?

Yes

No

Will there be a height restriction for oversize

vehicles exceeding 4.3m in height?

Yes

No

24/7 Full road

closure




- 46 -



If yes, what width limit is to be imposed on

oversize vehicles travelling through the site?

If yes, what is the minimum height of the

structure causing the restriction?

Will the width restrictions be in place outside

the daily work hours?

Yes

No

Can the width restrictions be removed if

operators provide prior notice?

Yes

No

If the width restrictions are fixed in place, are

operators able to have a wider oversize

combination if a 1.2m ground clearance can

be achieved?

Do not complete if width restrictions can be

removed.

Yes

No






of the best contact for further details in

relation to these works.

Name:


Shire of Serpentine Jarrahdale

James Carn

(08) 9526 1115

[email protected]


of the contact for prior notification of

movements.

Name:


Not applicable.

Will the work result in a road closure that will

impact on Restricted Access Vehicles?

Yes

No

If yes, have discussions been held with Main

Roads Heavy Vehicle Services (HVS) in

regards to a suitably approved RAV network

detour. If no, please contact HVS Route

Assessments on 138 486 for assistance.

Note: an assessment request for a proposed

detour may take up to a week to be

processed.

Yes

Shire will consult

further with HVO.

Road Authority: Shire of Serpentine Jarrahdale.



Contact: James Carn

Telephone: 9526 1115 Email: [email protected] Mobile:

Construction Contractor: Shire of Serpentine Jarrahdale.



Contact: Damien Murphy

Telephone: (08) 9526 1302 Email: [email protected] Mobile: 0429 369 212





- 47 -



After hours contact: Damien Murphy Telephone: (08) 9526 1302 Mobile: 0429 369 212

Traffic Management Contractor: QTM Pty Ltd

Postal Address: PO Box 97 Maddington WA 6109

Telephone: (08) 6244 1650 Email: [email protected] Facsimile: Nil

Contact: Alan Stewart

Telephone: (08) 6244 1650 Email: [email protected] Mobile: N/A

After hours contact: QTM Field Supervisor Telephone: (08) 6244 1650 Mobile: N/A

Distribution List Email/Website

WA Police State Traffic Coordination State.Traffic.Intelligence.Planning.&[email protected]

MRWA Customer Information Centre [email protected]

MRWA Heavy Vehicle Services [email protected]

St John’s Ambulance [email protected] Fire & Emergency Services [email protected] Local Government [email protected]








- 48 -



APPENDIX B – VARIATION TO STANDARDS

Not required.



APPLICATION FOR APPROVAL TO VARY REQUIREMENTS OF

AS1742.3, AGTTM OR MRWA TRAFFIC MANAGEMENT CODES OF PRACTICE

Request for Approvals to variations to be submitted at least one week in advance, – except in an emergency

This Approval for Variation shall be attached as a supplement to the Traffic Management Plan (TMP)

Form Instruction 1. Section A – Identify the Principal Agency / person commissioning the activity. (Does not include contractors, subcontractors or

traffic management company/traffic planners etc).

2. Section B – Identify activity location, start / finish date and time, type of traffic management, description location of activity.

3. Section C – Identify the person that has prepared the Traffic Management Plan, this person shall have AWTM accreditation.

4. Section D – For Works undertaken on a State road or on behalf of Main Roads Western Australia the details of the risk assessment process identified in this application form must be documented and endorsed by an accredited Roadworks Traffic Manager1.

All applications to be addressed to the applicable Main Roads Regional office. For contact information please refer to the online Application kits and guidelines to undertake works. (www.mainroads.wa.gov.au >Technical & Commercial > Working on roads > Third Party Works).

For all other applications the details of the risk assessment process identified in this application form must be documented and endorsed1 by the person responsible for approving the traffic management plan.

Contact with the appropriate road authority should be made prior to lodgement of this application to determine its suitability and for any additional requirements.

5. Section E - Risk implication, identification and assessment process must be undertaken in accordance with Risk Management – Principles and Guidelines AS/NZS ISO 31000. The likelihood and consequences should be rated after the application of any additional counter measures taken utilising Tables from Annexure’s 202B and 203B, Main Roads WA - Specification 202 and 203 respectively.

6. Incomplete or applications not signed by the RTM1 will not be processed.

A Applicant (Principal for the Works)

Postal address

Suburb State Postcode

Project Manager Telephone

Email Facsimile

B

Anticipated start date Anticipated finish date

Daily work hours; From To Weekend work applicable Yes Sat Sun No

Location of works (Road/Street Suburb),

Road type (eg undivided, two lane)

Description of works

Are alterations to permanent traffic signals required? Yes No N/A

Posted Speed Limit Worksite speed limit After hours speed limit

C TMP Designer

Accreditation Number

Postal address


Email Telephone Facsimile

Endorsement signature Date

1 A person with AWTM accreditation is permitted to endorse a variation of less than 135 % of the

allowable lane capacity as outlined in table 4.10 of AS 1742.3. See section 4.5 of the Code of Practice.



http://www.mainroads.wa.gov.au/

APPLICATION FOR APPROVAL TO VARY REQUIREMENTS OF

AS1742.3, AGTTM OR MRWA TRAFFIC MANAGEMENT CODES OF PRACTICE

Request for Approvals to variations to be submitted at least one week in advance, – except in an emergency

This Approval for Variation shall be attached as a supplement to the Traffic Management Plan (TMP)

D

RTM Endorsing Variation1

Accreditation Number

Postal address


Email Telephone Facsimile

Endorsement signature1 Date

For Internal Use Only

Approving Road Authority

Approving Officer Position

Application Approved Yes No If Not Why Not

Additional Conditions

Approved By: Signature

Title Date File Num



E

Description of Variation Requested

Specify Point of Departure from Standard / Code of Practice

(List section and page number)

Justification

(Why is this necessary)

Additional Counter Measures To Be Taken

(Identify additional counter measures to be used to negate the lesser treatment)

Residual Risk2

L

C

RR

2 Note: the risk assessment in the TMP also needs to record the variation and include the risk event, pre-treatment risk, treatment and residual risk.



- 52 -



APPENDIX C – RECORD FORMS



- 58 -



APPENDIX D – TRAFFIC ANALYSIS AND VOLUME COUNTS



- 59 -





- 60 -





- 61 -





- 62 -





- 63 -





- 64 -



APPENDIX E – ROADWAY ACCESS AUTHORISATION PERMIT



- 65 -



APPENDIX F – TRAFFIC GUIDANCE SCHEMES



DISCLAIMER:THIS TRAFFIC MANAGEMENT PLAN IS INTENDED FOR USE ONLY

WITH WORKS CONDUCTED BY QTM PTY LTD AND/OR THECONTRACTOR 'AT STAKE'. QTM PTY LTD IS NOT RESPONSIBLE

FOR MISUSE OR CHANGES WHICH ARE NOT AUTHORISED BY AQUALIFIED EMPLOYEE OF QTM PTY LTD.

IN THE ABSENCE OF THE APPROVED SIGNATURE, THIS DRAWINGSHALL BE TREATED AS PRELIMINARY.

21 CARTWRIGHT DRIVE, FORRESTDALEWESTERN AUSTRALIA 6112

ABN 27 631 848 578PH: (08) 6244 1650 WEB: www.qtm.net.au

POSTAL ADDRESS: PO BOX 97 MADDINGTON 6109 N

Karnup Road, Serpentine

Shire of Serpentine-Jarrahdale27/07/2021

27/07/2021Alan Stewart

Simon Goodwin STAP-AWTM-19-01851-04

KTS-AWTM-19-43771-04

0429 369 212Damien Murphy

Shire of Serpentine-JarrahdaleRoad Repair

DETOUR

DETOUR

D

E

T

O

U

R

D

E

T

O

U

R

E

N

D

D

E

T

O

U

R

E

N

D

R

O

A

D

W

O

R

K

DETOUR

DETO

UR

H

E

A

V

Y

V

E

H

I

C

L

E

S



AutoCAD SHX Text

TRAFFIC MANAGEMENT PLAN PREPARED FOR:

AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

01

AutoCAD SHX Text

2107-TGS29998-001

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

SOUTH WESTERN HIGHWAY

AutoCAD SHX Text

INSET A TGS 003

AutoCAD SHX Text

INSET B TGS 004

AutoCAD SHX Text

INSET C TGS 004

AutoCAD SHX Text

INSET E TGS 005

AutoCAD SHX Text

INSET G TGS 006

AutoCAD SHX Text

CASTLE ROAD

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

1.0 KARNUP ROAD CLOSURE REFER TO TGS INSETS

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

KARNUP ROAD EASTBOUND VEHICLE DETOUR

AutoCAD SHX Text

KARNUP ROAD WESTBOUND VEHICLE DETOUR

AutoCAD SHX Text

KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR

AutoCAD SHX Text

KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR

AutoCAD SHX Text

WELLARD STREET DETOUR

AutoCAD SHX Text

HARD ROAD CLOSURE (SPECIAL RESIDENT ACCESS ONLY)

AutoCAD SHX Text

SOFT ROAD CLOSURE (LOCAL TRAFFIC ONLY)

AutoCAD SHX Text

REFER TO TGS 002 FOR HEAVY VEHICLE DETOUR ROUTE

AutoCAD SHX Text

REFER TO TGS 002 FOR HEAVY VEHICLE DETOUR ROUTE

AutoCAD SHX Text

INSET E TGS 005

AutoCAD SHX Text

INSET D TGS 005












KTS-AWTM-19-43771-04



HEAVY

VEHICLES

HEAVY

VEHICLES



AutoCAD SHX Text

INSET L TGS 007

AutoCAD SHX Text

INSET M TGS 007

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

01

AutoCAD SHX Text

2107-TGS29998-002

AutoCAD SHX Text

INSET J TGS 006

AutoCAD SHX Text

INSET I TGS 006

AutoCAD SHX Text


AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text

JARRAHDALE ROAD

AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

CASTLE ROAD

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

LOWLANDS ROAD

AutoCAD SHX Text

ROAD NETWORK MAP

AutoCAD SHX Text

TGS OVERVIEW

AutoCAD SHX Text

SERPENTINE

AutoCAD SHX Text

1.0 KARNUP ROAD CLOSURE OVERVIEW REFER TO TGS INSETS HEAVY VEHICLE DETOUR

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

INSET H TGS 006

AutoCAD SHX Text

INSET K TGS 006

AutoCAD SHX Text

INSET N TGS 007

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

COOGLY ROAD

AutoCAD SHX Text

COOGLY ROAD

NOENTRY

ROAD CLOSED

ROAD CLOSED

ROAD

CLO

SED

AHEA

D

ROAD

CLO

SED

AHEA

D

P

R

E

P

A

R

E

T

O

S

T

O

P

RO

AD

WO

RK

S

P

R

E

P

A

R

E

T

O

S

T

O

P

RO

AD

WO

RK

S

DR

IVE

SLO

WLY

DR

IVE

SLO

WLY

ROAD CLOSED

AHEAD

DR

IVE

SLO

WLY

ROAD

CLOSED

NOENTRY

ROAD

CLOSED

ROAD CLOSED

AHEAD

DR

IVE

SLO

WLY

ROAD CLOSEDAHEAD

DR

IVE

SLO

WLY

P

R

E

P

A

R

E

T

O

S

T

O

P

RO

AD

WO

RK

S

P

R

E

P

A

R

E

T

O

S

T

O

P

RO

AD

WO

RK

S

ROAD CLOSEDAHEAD

DR

IVE

SLO

WLY












KTS-AWTM-19-43771-04





AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

WELLARD STREET

AutoCAD SHX Text

ALLOW SPACE FOR RESIDENT TO GET IN/OUT

AutoCAD SHX Text

ARRANGE CLOSURE TO ENABLE RESIDENT ACCESS

AutoCAD SHX Text

LIGHT TOWER

AutoCAD SHX Text

LIGHT TOWER

AutoCAD SHX Text

SHIRE OF SJ TO FENCE OFF WORK AREA AFTER HOURS.

AutoCAD SHX Text

TO BE REMOVED AFTER HOURS

AutoCAD SHX Text

TO BE REMOVED AFTER HOURS

AutoCAD SHX Text

LIGHT TOWER

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

01

AutoCAD SHX Text

2107-TGS29998-003

AutoCAD SHX Text

INSET A

AutoCAD SHX Text

NOTES TRAFFIC CONTROLLERS SHALL BE ON SITE DURING WORKING HOURS. PREPARE TO STOP SIGNS ARE TO BE REMOVED AFTERHOURS. AFTER HOURS SITE FENCING SHALL BE ERECTED TO PROVIDE SUFFICIENT PROTECTION TO THE WORK AREA WHILE UNSUPERVISED. LIGHTING TOWERS ARE TO BE INSPECTED FOR EXCESSIVE NOISE FOR NIGHTTIME OPERATION AND LIGHT DISPLACEMENT ADJUSTED SO AS TO NOT DISTURB RESIDENTS.

AutoCAD SHX Text

1.0 KARNUP ROAD CLOSURE

ROAD

CLO

SED

DETOUR

SIDE ROAD

CLOSED

SIDE ROAD

CLOSED

SIDE ROAD CLOSEDROADWORKS

SIDE ROAD CLOSEDROADWORKS

ROAD C

LOSE

DAH

EAD

ROAD C

LOSE

DAH

EAD

DETO

UR

D

E

T

O

U

R

D

E

T

O

U

R

DETO

UR AHEA

DDRIVE SLOWLY

DETO

UR AHEA

DDRIVE SLOWLY

H

E

A

V

YV

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S












KTS-AWTM-19-43771-04





AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

FALLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-004

AutoCAD SHX Text

INSET B

AutoCAD SHX Text

INSET C

AutoCAD SHX Text


AutoCAD SHX Text

REFER TO TGS 001 FOR LEGEND

ROAD CLOSED

LO

CAL TRAFFIC O

NLY

ROAD CLOSED

AHEAD

DETO

UR

DETO

UR

DETO

UR

SIDE ROAD

CLOSED

DRIVE SLOWLY

SIDE ROAD

CLOSED

DRIVE SLOWLY

ROAD CLOSED

LO

CAL TRAFFIC O

NLY

DETO

UR

ROAD CLOSED

AHEAD

SIDE ROAD

CLOSED

DETOUR

D

E

T

O

U

R

D

E

T

O

U

R

E

N

D

D

E

T

O

U

R

E

N

D

R

O

A

D

W

O

R

K

DETOUR

AHEAD

DETOUR

AHEAD

ROAD CLOSED

AHEAD

DR

IVE

SLO

WLY

ROAD CLOSED

AHEAD

DR

IVE

SLO

WLY

ROAD CLOSED

LO

CAL TRAFFIC O

NLY

DETOUR

SIDE ROAD

CLOSED

DRIVE SLOWLY

SIDE ROAD

CLOSED

DETO

UR












KTS-AWTM-19-43771-04





AutoCAD SHX Text

WELLARD STREET

AutoCAD SHX Text

LEFROY STREET

AutoCAD SHX Text

WELLARD STREET

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

LEFROY STREET

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-005

AutoCAD SHX Text

INSET D

AutoCAD SHX Text

INSET E

AutoCAD SHX Text

INSET F

AutoCAD SHX Text


AutoCAD SHX Text


HEAVY

VEHICLES

HEAVY

VEHICLES

D

E

T

O

U

R

L

I

G

H

T

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

FO

R

H

E

A

V

Y

V

E

H

IC

LE

S

D

ETO

U

R

FO

R

H

EA

V

Y V

EH

IC

LES












KTS-AWTM-19-43771-04





AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

BILYA AVENUE

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-006

AutoCAD SHX Text

INSET G

AutoCAD SHX Text

INSET H

AutoCAD SHX Text

INSET I

AutoCAD SHX Text

INSET J

AutoCAD SHX Text

INSET K

AutoCAD SHX Text


AutoCAD SHX Text


DETOUR

AHEAD

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

DETOUR

AHEAD

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

IC

L

E

S












KTS-AWTM-19-43771-04





AutoCAD SHX Text

BIPOD EXTENDERS TO BE USED OVER BARRIERS

AutoCAD SHX Text


AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-007

AutoCAD SHX Text

INSET L

AutoCAD SHX Text

INSET M

AutoCAD SHX Text

INSET N

AutoCAD SHX Text


AutoCAD SHX Text













KTS-AWTM-19-43771-04



HEAVY

VEHICLES

HEAVY

VEHICLES



AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-008

AutoCAD SHX Text

INSET A TGS 009

AutoCAD SHX Text

INSET B TGS 009

AutoCAD SHX Text

INSET C TGS 009

AutoCAD SHX Text

INSET D TGS 010

AutoCAD SHX Text

INSET E TGS 010

AutoCAD SHX Text

INSET G TGS 010

AutoCAD SHX Text

INSET F TGS 010

AutoCAD SHX Text

INSET H TGS 010

AutoCAD SHX Text

INSET I TGS 011

AutoCAD SHX Text

INSET J TGS 011

AutoCAD SHX Text

INSET K TGS 011

AutoCAD SHX Text

INSET L TGS 011

AutoCAD SHX Text

INSET N TGS 012

AutoCAD SHX Text


AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text

JARRAHDALE ROAD

AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

CASTLE ROAD

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

LOWLANDS ROAD

AutoCAD SHX Text

2.0 KARNUP ROAD OPEN TO LIGHT VEHICLES ONLY HEAVY VEHICLE DETOUR

AutoCAD SHX Text

ROAD NETWORK MAP

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TGS OVERVIEW

AutoCAD SHX Text

SERPENTINE

AutoCAD SHX Text

INSET M TGS 012

AutoCAD SHX Text

COOGLY ROAD

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

COOGLY ROAD

LIG

HT

VEH

ICLES

ON

LY

RO

AD

CLO

SED

HEAVY

VEH

ICLES

DETO

UR

AH

EAD

D

E

TO

U

R

FO

R

H

E

A

V

Y

V

E

H

IC

LE

S

E

N

D

D

E

T

O

U

R

T

H

A

N

K

Y

O

U

HEAVY

VEH

ICLES

DETO

UR

AH

EAD

E

N

D

D

E

TO

U

R

T

H

A

N

K

Y

O

U

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

HEAVY

VEHICLES

HEAVY

VEHICLES












KTS-AWTM-19-43771-04





AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

WENDOWIE PLACE

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

WELLARD STREET

AutoCAD SHX Text

EXISTING TRAFFIC ARRANGEMENTS TO REMAIN IN PLACE

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-009

AutoCAD SHX Text

INSET B

AutoCAD SHX Text

INSET A

AutoCAD SHX Text

INSET C

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


HEAVY

VEHICLES

HEAVY

VEHICLES

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

IC

LE

S

D

ETO

U

R

FO

R

H

EA

V

Y V

EH

IC

LES












KTS-AWTM-19-43771-04





AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

RICHARDSON STREET

AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

FEAST ROAD

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

BILYA AVENUE

AutoCAD SHX Text

WRIGHT ROAD

AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-010

AutoCAD SHX Text

INSET D

AutoCAD SHX Text

INSET E

AutoCAD SHX Text

INSET F

AutoCAD SHX Text

INSET G

AutoCAD SHX Text

INSET H

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


H

E

A

V

Y

V

E

H

I

C

L

E

S

LIG

HT

VEH

ICLES

ON

LY

RO

AD

CLO

SED

LIG

HT

VEH

ICLES

ON

LY

RO

AD

CLO

SED

HEAVY

VEHICLES

DETOUR

AHEAD

HEAVY

VEHICLES

DETOUR

AHEAD

HEAVY

VEHICLES

HEAVY

VEHICLES

DETOUR

H

E

A

V

Y

V

E

H

IC

LE

S

R

O

A

D

C

L

O

S

E

D

H

E

A

V

Y

V

E

H

IC

L

E

S

R

O

A

D

C

L

O

S

E

D

H

E

A

V

YV

E

H

I

C

L

E

S

H

E

A

V

Y

V

E

H

IC

L

E

S












KTS-AWTM-19-43771-04





AutoCAD SHX Text


AutoCAD SHX Text

CASTLE ROAD

AutoCAD SHX Text

KARNUP ROAD

AutoCAD SHX Text

FALLS ROAD

AutoCAD SHX Text


AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text


AutoCAD SHX Text

SUMMERFIELD ROAD

AutoCAD SHX Text


AutoCAD SHX Text

SHANLEY ROAD

AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-011

AutoCAD SHX Text

INSET I

AutoCAD SHX Text

INSET J

AutoCAD SHX Text

INSET K

AutoCAD SHX Text

INSET L

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


DETOUR

AHEAD

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

DETOUR

AHEAD

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

D

E

T

O

U

R

F

O

R

H

E

A

V

Y

V

E

H

I

C

L

E

S

H

EA

V

Y

V

E

H

IC

LE

S

E

N

D

D

E

T

O

U

R












KTS-AWTM-19-43771-04





AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

WATKINS ROAD

AutoCAD SHX Text


AutoCAD SHX Text

VMB

AutoCAD SHX Text

SLIDE 1

AutoCAD SHX Text

SLIDE 2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REV. #

AutoCAD SHX Text

TGS #

AutoCAD SHX Text

NAME

AutoCAD SHX Text

ACCREDITATION

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ROAD AUTHORITY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

DESC.

AutoCAD SHX Text

CLIENT

AutoCAD SHX Text

AGENT

AutoCAD SHX Text

CONTACT #

AutoCAD SHX Text

SIGNATURES

AutoCAD SHX Text

00

AutoCAD SHX Text

2107-TGS29998-012

AutoCAD SHX Text

INSET N

AutoCAD SHX Text

INSET M

AutoCAD SHX Text

DAMAGED CULVERT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


works on roads traffic management plan

Documents