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 Address 02 09 2021 10.2.2 - Attachment 1 Ordinary Council Meeting - 20 September 2021
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
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.
PURPOSE AND SCOPE ................................................................................................................. 6 OBJECTIVES AND STRATEGIES ....................................................................................................... 6
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
6. SAFETY PLAN ........................................................................................................................... 25
OCCUPATIONAL SAFETY AND HEALTH ........................................................................................... 25 ROLES AND RESPONSIBILITIES ..................................................................................................... 25
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
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
• 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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
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.
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.
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
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
APPENDIX B – VARIATION TO STANDARDS
Not required.
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
Suburb State Postcode
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.
21 Cartwright Drive Forrestdale WA 6112 / PO Box 97 Maddington WA 6109
APPENDIX F – TRAFFIC GUIDANCE SCHEMES
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
HEAVY
VEHICLES
HEAVY
VEHICLES
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
AutoCAD SHX Text
INSET L TGS 007
AutoCAD SHX Text
INSET M TGS 007
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-TGS29998-002
AutoCAD SHX Text
INSET J TGS 006
AutoCAD SHX Text
INSET I TGS 006
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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-TGS29998-003
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
AutoCAD SHX Text
KARNUP ROAD
AutoCAD SHX Text
FALLS ROAD
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SUMMERFIELD ROAD
AutoCAD SHX Text
VMB
AutoCAD SHX Text
SLIDE 1
AutoCAD SHX Text
SLIDE 2
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
00
AutoCAD SHX Text
2107-TGS29998-004
AutoCAD SHX Text
INSET B
AutoCAD SHX Text
INSET C
AutoCAD SHX Text
1.0 KARNUP ROAD CLOSURE
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
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
1.0 KARNUP ROAD CLOSURE
AutoCAD SHX Text
REFER TO TGS 001 FOR LEGEND
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
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
1.0 KARNUP ROAD CLOSURE
AutoCAD SHX Text
REFER TO TGS 001 FOR LEGEND
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
AutoCAD SHX Text
BIPOD EXTENDERS TO BE USED OVER BARRIERS
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
WATKINS ROAD
AutoCAD SHX Text
VMB
AutoCAD SHX Text
SLIDE 1
AutoCAD SHX Text
SLIDE 2
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SHANLEY ROAD
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
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
REFER TO TGS 001 FOR LEGEND
AutoCAD SHX Text
1.0 KARNUP ROAD CLOSURE
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
HEAVY
VEHICLES
HEAVY
VEHICLES
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
SOUTH WESTERN HIGHWAY
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
2.0 KARNUP ROAD OPEN TO LIGHT VEHICLES ONLY HEAVY VEHICLE DETOUR
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
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
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
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
2.0 KARNUP ROAD OPEN TO LIGHT VEHICLES ONLY HEAVY VEHICLE DETOUR
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
CASTLE ROAD
AutoCAD SHX Text
KARNUP ROAD
AutoCAD SHX Text
FALLS ROAD
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
VMB
AutoCAD SHX Text
SLIDE 1
AutoCAD SHX Text
SLIDE 2
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SUMMERFIELD ROAD
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
SHANLEY ROAD
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
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
2.0 KARNUP ROAD OPEN TO LIGHT VEHICLES ONLY HEAVY VEHICLE DETOUR
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
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
10.2.2 - Attachment 1
Ordinary Council Meeting - 20 September 2021
AutoCAD SHX Text
BIPOD EXTENDERS TO BE USED OVER BARRIERS
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
AutoCAD SHX Text
WATKINS ROAD
AutoCAD SHX Text
BIPOD EXTENDERS TO BE USED OVER BARRIERS
AutoCAD SHX Text
VMB
AutoCAD SHX Text
SLIDE 1
AutoCAD SHX Text
SLIDE 2
AutoCAD SHX Text
SOUTH WESTERN HIGHWAY
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
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
KARNUP ROAD EASTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
KARNUP ROAD WESTBOUND HEAVY VEHICLE DETOUR
AutoCAD SHX Text
2.0 KARNUP ROAD OPEN TO LIGHT VEHICLES ONLY HEAVY VEHICLE DETOUR