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1856-CMP-01 [Prelim] August 2020
CONSTRUCTION
MANAGEMENT
PLAN
In association with Operational Works
at
28 Eenie Creek Road, Noosaville
for
Stockwell Development Group Pty Ltd
Council Ref: RAL18/0023
Ref :1856-CMP-01
August 2020
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Page 2
DOCUMENT INFORMATION
Document Title: Construction Management Plan (Prelim)
Document Reference No. 1856_CMP_01
Commissioned By: Stockwell Development Group Pty Ltd
Prepared By: Barlow Shelley Consulting Engineers (Aust) Pty Ltd
Author: Cameron Landreth (BEng, NER, RPEQ)
DOCUMENT CONTROL
Version Date Author Reviewer
1.0 31 August 2020 Cameron Landreth Cameron Landreth
“©2020 Barlow Shelley Consulting Engineers (Aust) Pty Ltd All Rights Reserved. Copyright in the
whole and every part of this document belongs to Barlow Shelley Consulting Engineers (Aust)
Pty Ltd and may not be used, sold, transferred, copied or reproduced in whole or in part in any
manner or form or in or on any media to any person without the prior written consent of Barlow
Shelley Consulting Engineers Pty Ltd”
Preliminary Construction Management Plan 2
August 2020
Page 3
CONTENTS 2.0 PROJECT DETAILS .......................................................................................................... 5 2.1 Description ................................................................................................................... 5 2.2 Extent of Works ............................................................................................................ 5 2.3 Construction Timeline and Work Hours ...................................................................... 5 2.4 Works Programme ....................................................................................................... 6 3.0 KEY PERSONNEL ............................................................................................................. 7 3.1 Principal Details ........................................................................................................... 7 3.2 Consulting Engineer Details ........................................................................................ 7 3.3 Contractor Details ........................................................................................................ 7 3.4 Administering Authority Details .................................................................................. 7 3.5 Communication Protocol ............................................................................................. 8 4.0 CONSTRUCTION MANAGEMENT .................................................................................... 9 4.1 Traffic Control & Parking ............................................................................................. 9 4.2 Temporary Fencing & Pedestrian Movement .............................................................. 9 4.3 Control of Emissions ................................................................................................... 9 4.4 Water Quality ................................................................................................................ 9 4.5 Mud and Dust Control .................................................................................................. 9 4.6 Waste Management .................................................................................................... 10 4.7 Erosion and Sediment Control .................................................................................. 10 4.8 Protection of Existing Infrastructure ......................................................................... 11 4.9 Existing Services........................................................................................................ 11 4.10 Protection of Adjacent Properties ............................................................................. 11 4.11 Workplace Health and Safety..................................................................................... 11 4.12 Public Relations & Complaint Management .............................................................. 11 5.0 QUALITY CONTROL AND AUDIT INSPECTIONS........................................................... 13 6.0 LIMITATIONS OF THIS REPORT .................................................................................... 14 7.0 CLOSURE........................................................................................................................ 15 Preliminary Construction Management Plan 3 August 2020
Page 4
1.0 INTRODUCTION This Preliminary Construction Management Plan (CMP) has been commissioned by Stockwell Development Group Pty Ltd and compiled to generally satisfy Advisory Note 4 of the Reconfiguration of Lots Application (RAL18/0023). The CMP addresses traffic management, safe pedestrian access, fencing, water quality management and erosion and sediment control, works program and protection of existing infrastructure for the proposed development at Eenie Creek Road, Noosaville. This Preliminary CMP has been developed in accordance with the New Noosa Plan 2020, Planning Scheme Policy 06 Engineering Design Standards. The CMP addresses the construction phase procedures that are to be implemented by the principal construction Contractor and his subordinate contractors, to ensure that working areas are maintained to suitable standards generally in accordance with best management practices and regulatory requirements. Preliminary Construction Management Plan 4 August 2020
Page 5
2.0 PROJECT DETAILS
2.1 Description
The development site is located at 28 Eenie Creek Road, Noosaville and is described as
Lot 3 on SP246584. This CMP covers traffic management, safe pedestrian access, water
quality management and erosion and sediment control, works programme and protection
of existing infrastructure in and around the Noosa Civic centre.
2.2 Extent of Works
Works are to be constructed in accordance with the following documents and
specifications:
· Reconfiguration of Lot Application Noosa Council reference (RAL18/0023).
· Engineering Plans 1856-R30–R63, SW01-SW30, EW01-EW10
by Barlow Shelley Consulting Engineers
· IECA Guidelines
2.3 Construction Timeline and Work Hours
The approved working hours are 6.30am to 6.30pm Monday to Saturday. Notification is to
be given to Development Assessment of any work that is to be undertaken outside of
normal business hours noted above, Strict approval must be sought from Council prior to
site/operational/building work commencing. No work is to occur on Public Holidays.
A likely exception to this will be spotter catcher clearing which is sometimes required to
occur at sunrise. During the summer months, this is before 6.30pm. As above, written
consent will be requested from Council by the Fauna Management contractor for
permission to carry out spotter catcher works before 6.30am.
A detailed program of works will be the responsibility of the Contractor and shall be
distributed to all consultants and other parties involved in the construction phase of the
project. The program will need to incorporate the following:
· Site establishment and ESC measures
· Earthworks
· Drainage works
· Driveway access
· Landscaping
Preliminary Construction Management Plan 5
August 2020
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2.4 Works Programme The civil and building works are expected to be completed within a 4-month period building, weather dependent, commencing in November 2020. Scheduling of the components of work may require various subcontractors and therefore may extend beyond the projected timeframes, e.g. clearing, earthworks, sewer. Preliminary Construction Management Plan 6 August 2020
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3.0 KEY PERSONNEL
3.1 Principal Details
Developer: Stockwell Development Group Pty Ltd
Joel Douglass & Harrison Hurst
399 Montague Road
West End QLD 4101
Ph: 0439 202 990
E: [email protected]
Ph: 0478 792 447
E: [email protected]
3.2 Consulting Engineer Details
Civil Works: Barlow Shelley Consulting Engineers (Aust) Pty Ltd
PO Box 899
Maroochydore Qld 4558
Ph: (07) 5443 8285
E: [email protected]
3.3 Contractor Details
Contractor: TBC
3.4 Administering Authority Details
The project is located within the Noosa Shire Council. The nominated site representative
from Council shall be contacted prior to any Council identified hold point inspection for
works, especially those to be classed as “On Maintenance”. Alternatively, the nominated
site representative from Unitywater shall be contacted for all
“On Maintenance” inspections for water and sewer infrastructure.
Preliminary Construction Management Plan 7
August 2020
Page 8
3.5 Communication Protocol
The following organizational chart describes the framework with respect to the
communication between relevant parties. Communication flow between parties should be
directed to the personnel/party directly upstream or downstream as indicated on the chart.
Stockwell Development Group
Civil Superintendent
Barlow Shelley Consulting
Engineers (TBC)
Civil Contractor
To be advised
Administering Authority
Noosa Shire Council &
Unitywater
Other Consultants
(Environmental, Geotechnical,
Landscaping, etc)
Preliminary Construction Management Plan 8
August 2020
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4.0 CONSTRUCTION MANAGEMENT 4.1 Traffic Control & Parking Detailed Traffic Management and Signage will be in accordance with the Contractor supplied plan submitted to Council before works commence on site. A preliminary Traffic Guidance Scheme (TGS) has been prepared to accompany this document as part of the Operational Works submission to Council (refer appendix A). 4.2 Temporary Fencing & Pedestrian Movement Detailed Temporary Fencing and Pedestrian movements will be in accordance with the Contractor supplied plan prior to commencement of works on site. 4.3 Control of Emissions All air, noise, vibration and light emissions are to be controlled and maintained within acceptable limits in accordance with standard industry guidelines. Refer to Local Authority Policy or the Environmental Protection Act (EPP Noise) for further detail. 4.4 Water Quality All existing drainage lines are to be maintained and protected from sediment runoff from the proposed work areas. Appropriate erosion and sediment control measures are to be implemented to achieve acceptable water quality objectives, including groundwater from excavations. Any water released from the site must meet the water quality objectives found in Table A of the SPP Code: Water Quality, Appendix 3, Qld SPP (DSDIP, 2014). 4.5 Mud and Dust Control Sprinkler or light water spray systems shall be in place during earthworks to control airborne dust and pollutants if/as necessary. Any resultant mud from this process will be managed via the Erosion & Sediment Control systems in place during site construction. The egress of mud from the site should be controlled via the use of shaker grids at the site entry, as necessary. Preliminary Construction Management Plan 9 August 2020
Page 10
4.6 Waste Management
Sprinkler or light water spray systems shall be in place during earthworks to control airborne
dust and pollutants if/as necessary. Any resultant mud from this process will be managed
via the Erosion & Sediment Control systems in place during site construction.
4.7 Erosion and Sediment Control
It is the responsibility of the Contractor to ensure that all erosion and sediment control
measures are implemented prior to commencement and maintained during the
construction period.
Standard ESC measures must be in utilized generally in accordance with the IECA
Guidelines, EPP Water Policy and current best practice methods. A day-to-day working
ESC strategy must be prepared and updated by the Contractor to reflect the actual
progress of the works and site-specific constraints.
Notwithstanding the above, it is the ultimate responsibility of the Contractor to ensure that
adequate erosion and sediment controls are implemented at the site to ensure any water
released from the site meets the water quality objective of TSS (Total Suspended Solids)
= 50mg/L.
The erosion and sediment control measures are to be maintained by the Contractor during
the maintenance period or until the site is established with 70-80% ground cover.
Erosion and sediment control measures should include, but not be limited to the following:
· Diversion of clean water away from the work areas
· Entry/ Exit Sediment Trap as per IPWEAQ D-0040
· Capture & treatment of dirty water (incl. groundwater) in a bunded area or basin
· Provision of silt fences as a ‘last line of defense’ downstream of all work areas
· Minimising of disturbed areas
· Stabilisation of batters and exposed areas immediately upon completion of
earthworks
· Installation of additional measures as required prior to anticipated rainfall
· Ongoing maintenance of the control systems
· Inspection and maintenance of control systems after rainfall events
Should any services require relocation as part of the works, this shall be carried out by an
approved contractor for each relevant asset owner.
Preliminary Construction Management Plan 10
August 2020
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4.8 Protection of Existing Infrastructure All existing infrastructure, e.g. road pavement, drainage pipes, conduits, etc. is to be protected and maintained during the construction period. Any damage caused by the Contractor is to be rectified at the Contractor’s expense. It is recommended that photographic evidence of the site and surrounds be collected prior to the commencement of works. It is the Contractor’s responsibility to locate all existing services prior to commencement of works and protect and maintain these services for the duration of the works. 4.9 Existing Services It is the Contractor’s responsibility to locate all existing services (including electrical & communications) prior to commencement of works and project and maintain these services for the duration of the works. Should any services require relocation as part of the works, this shall be carried out by an approved contractor for each relevant asset owner. 4.10 Protection of Adjacent Properties All adjacent properties are to be protected for the duration of the works. No works are to encroach on adjacent properties unless the necessary approvals and the land owners’ consent have been obtained. All existing boundary fencing must be maintained. Any damage caused by the Contractor is to be rectified at the Contractor’s expense. It is recommended that photographic evidence of the site and surrounds be collected prior to the commencement of works. 4.11 Workplace Health and Safety It is the contractors’ responsibility to ensure that the site is maintained to a suitable standard to ensure the safety of all workers and site visitors. Adequate safety signage is to be installed in accordance with the relevant legislation. All site visitors are to hold a minimum General Safety Induction White Card or equivalent. 4.12 Public Relations & Complaint Management Signage shall be erected at the site with contact details of the Principal Contractor and Site Foreman. The site supervisor shall make a record of all complaints. Any disputes are firstly to be resolved where possible by the Principal Contractor, else, report them to the Project Preliminary Construction Management Plan 11 August 2020
Page 12
Manager for clarification of course of action. The Principal Contractor shall also notify Local Authorities and emergency services of the commencement of works, if required. Preliminary Construction Management Plan 12 August 2020
Page 13
5.0 QUALITY CONTROL AND AUDIT INSPECTIONS
Development and Operational Works are to be carried out in accordance with the New
Noosa Plan (2020) Planning Scheme Policy 06 – Engineering Design Standards and
Inspection and Testing protocols described on the Operational Works Drawings for
Approval.
Copies of these standard documents can be accessed via the Council website.
Initial survey setout will be provided by the Principal and then the Contractor is to maintain
line and level control during construction. Invert levels, manhole locations and pipe
gradients are to be checked with string lines, laser levels and level pegs.
The contractor is to ensure that the final works are constructed as per the approved
drawings (± construction tolerance) with provision of as-constructed survey of the
completed works for checking and certification by the relevant RPEQ Engineer prior to
submission to the Local Authority. Any discrepancies in the construction shall be rectified
by the Contractor, at their cost.
The following hold point inspections are to be carried out in the presence of a representative
from the approving authority:
· Pre-Start;
· Construction Audit Inspections (refer CWITP);
· Completion of works component (refer CWITP).
The completed works will be considered practically complete with receipt of compliance
assessment forms for each component of works, issued by the “Administering Authority”.
These forms are required for “Completion of Works” to be given.
.
Preliminary Construction Management Plan 13
August 2020
Page 14
6.0 LIMITATIONS OF THIS REPORT This Preliminary CMP has been tailored to report on issues in the area of interest, as detailed above. The information in this report is not to be used outside of the subject area. This Preliminary CMP accurately considers conditions at the area of interest at the time the CMP was developed and based on information supplied by second and third parties. This CMP is to be reviewed if site conditions change in the future. This Preliminary CMP has been undertaken for the specific purposes of Stockwell Development Group Pty Ltd, and is solely for their use. Preliminary Construction Management Plan 14 August 2020
Page 15
7.0 CLOSURE Should further information be required please contact: AUTHORED BY: _____________________________________ CAMERON LANDRETH – DIRECTOR (RPEQ 19358) BEng (Hons), NER, RPEQ For and on behalf of: BARLOW SHELLEY CONSULTING ENGINEERS Preliminary Construction Management Plan 15 August 2020
Page 16
A
Appendix
Preliminary Traffic Guidance Schemes
Page 17
TRAFFIC GUIDANCE SCHEME/S (TGS) COVER SHEETS – NOOSA CIVIC SUBDIVISION - NOOSAVILLE
GENERAL INFORMATION, NOTES AND TRAFFIC MANAGEMENT CONSIDERATIONS
CLIENT: STOCKWELL PROJECT DESCRIPTION: COMMERCIAL DEVELOPMENT
CLIENT CONTACT: TBA WORKS LOCATION: NOOSA CIVIC - NOOSAVILLE
POSITION: PROJECT MANAGER NEAREST SIDE STREETS: WALTER HAY DR
TRAFFIC MANAGEMENT DESIGNER: CLIENT CONTACT PHONE: TBA ROAD CONFIGURATION: TWO WAY
GUY HALLIDAY – TMD CERT. # OP-259 SITE CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H & 50Km/H
TRAFFIC MANAGEMENT & PLANNING SITE CONTACT PHONE: TBA WORKSITE SPEED: 40 Km/H & 50Km/H
DESIGN DATE: 01/09/2020 NOMINATED TRAFFIC CONTROL CO: TBA PROPOSED START DATE: TBA
REVISION: ORIGINAL DOCUMENT NOMINATED TRAFFIC OFFICER: TBA DURATION OF WORKS TBA
MUTCD: PART 3 – NINTH ISSUE, 2019 N.T.O CONTACT PHONE: TBA TGS DIAGRAMS COVERED: SW-HOFF-TGS1 ; SW-WALT-TGS1 TO 3 ; SW-NOOS-TGS1 & 2
CLAUSE 1.5 – MUTCD – RESPONSIBILITY FOR SAFETY AT WORK SITES:
Organisations and individuals responsible for works in accordance with this Part of the Manual need to be aware of their responsibilities for any injury to road users or damage to property as a result of such operations.
There is an equally important obligation to provide a safe workplace environment that minimises, as far as practicable, the likelihood of injury to workers by traffic within or adjacent to the work area.
Principals and contractors need to be aware of the requirements of OHS legislation and implement them as they apply to this obligation.
Supervisory personnel carrying out construction, maintenance or other works that require the use of a Traffic Guidance Scheme shall give attention to the following:
a) Be mindful of their responsibility to provide, as far as practicable, a safe workplace for personnel and plant under their control, and safe and convenient travelling conditions for road users.
b) Ensure that personnel under their control are, at all times, courteous to road users. Personnel should not allow themselves to become distracted by provocation from members of the public.
c) Ensure that personnel are competent to perform the roadwork signing task (See Clause 1.4.3).
d) Ensure that all personnel at a work site are aware of their responsibilities.
e) Ensure that Traffic Controllers are appropriately trained and informed of their duties and that they are regularly relieved from their duty (see Clause 4.10.5).
f) Be familiar with, and act, as far as is practicable, in accordance with the provisions of this Part of the Manual.
SITE LOCATION OVERVIEW MAP
• Setting out and recovery of devices
Existing signs and traffic control devices which are inappropriate to, or conflict
with, the temporary worksite situation shall be fully covered or removed.
Before work commences, signs and devices at the approaches to and within the
work area should be set out in accordance with the traffic guidance scheme in the
following sequence:
(a) Advance warning and regulatory signs (including temporary speed zone signs).
(b) All intermediate advance warning and regulatory signs and devices required in
advance of the taper or start of the work area.
(c) All delineating devices required to form the taper including the illuminated
flashing arrow sign at the end of the taper where required.
(d) Delineation of the work area or side-track.
(e) All other required warning and regulatory signs including termination and end of
temporary speed zone signs.
• Defining and protecting the work area
The travelled path on the approaches and past the work area shall be delineated
so as to properly define which part of the roadway is available to road users, or the
path that traffic is required to follow, under all reasonably expected weather and
atmospheric conditions, day or night as applicable.
TGS OVERVIEW
The objective of this document is to provide the client, subcontractors and Traffic Delineating devices (e.g. traffic cones, bollards, post mounted delineators) should
Management personnel carrying out works at this location with a specified generally be placed 1 m clear of the travelled path where practicable. However,
arrangement for the signing and delineation of construction and maintenance works traffic cones and bollards may also be used to define the edge of the travelled path
which will promote the safety of both workers and the public at the work site. or to separate opposing traffic.
This Traffic Guidance Scheme has been developed based on the brief of information In addition to providing adequate traffic control and guidance at a static work site
provided by the client, as well as a risk assessment of the location and its observed the safety of road users will be enhanced by ensuring that the work site is
and/or interpreted risks and associated hazards. The TGS diagram/s detail the traffic managed in such a way as to cause the minimum amount of inconvenience to
control signs, devices and control measures to be applied at the relevant work sites traffic movement. Works
in order to warn traffic and guide it through, past or around the work area. should be arranged to minimise -
(i) disruption of established traffic movements and patterns;
The purpose of this Traffic Guidance Scheme is to ensure the safety of all workers (ii) interference with traffic at peak movement periods;
within the work site, as well as the general public. (iii) interference with public transport services; and
(iv) the amount of road closed to traffic at any one time.
GENERAL TRAFFIC MANAGEMENT PRINCIPLES
• A TMR certified Traffic Management Implementation (TMI) Officer must implement • Risk management
(or directly supervise the implementation of) the TGS. Approval for erection or Risk management entails the identification and analysis of all safety risks likely to
removal of regulatory traffic control devices shall be obtained from the Department arise during works on road including the setting up, operating, changing and
of Transport and Main Roads or appropriate road authorities before implementing ultimate dismantling of a Traffic Guidance Scheme, followed by the determination
this Traffic Guidance Scheme. of appropriate measures to mitigate those risks. The process is appropriate at all
levels of planning and operation. In each case the process should be carried out
• Risk management - Risk management entails the identification and analysis of all by first identifying all the hazards likely to arise, evaluating them in terms of
safety risks likely to arise during works on road including the setting up, operating, likelihood of occurrence and adverse consequences using historical data,
changing and ultimate dismantling of a Traffic Guidance Scheme, followed by the experience or other means. The proposed procedural statement or Traffic
determination of appropriate measures to mitigate those risks. The process is Guidance Scheme should then be checked in detail to ensure that adequate
appropriate at all levels of planning and operation. In each case the process means of controlling or reducing those risks found to be significant, are in place.
should be carried out by first identifying all the hazards likely to arise, evaluating
them in terms of likelihood of occurrence and adverse consequences using • Traffic Controllers
historical data, experience or other means. The proposed Traffic Guidance The regulation provides that the function of a traffic controller is to direct traffic in a
Scheme should then be checked in detail to ensure that adequate means of way stated in the MUTCD and the TCASAP.
controlling or reducing those risks found to be significant, are in place.
Traffic controllers shall be relieved from their duty after not more than 2 hours for a
• Positioning of devices period of rest or “other duties” of at least 15 minutes. [NOTE: “Other duties” does
Signs and devices should be positioned and erected so that– not include operation of a STOP/SLOW bat to control traffic or any duties involving
a) they are properly displayed and securely mounted (see Clause 3.3 - MUTCD); standing in one position or controlling traffic with a traffic control device].
b) they are within the line of sight of the intended road user;
c) they cannot be obscured from view (for example, by vegetation or parked cars); Approach speeds to locations where Traffic Controllers are operating shall be
d) they do not obscure other devices from the line of sight of the intended road controlled to 60 km/h or less by means of appropriate devices and advance signs
user; including a temporary speed zone.
e) they do not become a possible hazard to workers, pedestrians, or vehicles;
f) they do not deflect traffic into an undesirable path; Traffic controllers must ensure that they have a clear escape path to a non-traffic
g) they do not restrict sight distance for drivers entering from side roads or streets, (closed) section of the roadway, shoulder, footpath or median. Traffic controllers
or private driveways; and must stand facing the traffic but just outside the projected travel path. A traffic
h) they are not installed using supports that could be a hazard if struck by a controller must ensure that they are not partially hidden by signs and/or devices
vehicle. and they do not obstruct a driver's view of such signs and/or devices. Traffic
controllers shall also be provided, if necessary, to control the movement of plant
and / or pedestrians through, past or within the trafficable area.
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• Signs warning of works personnel
The Workers (symbolic) sign is used to give warning of personnel engaged in • Provision for pedestrians and bicycles
works on or adjacent to the travelled path as specified in Clause 4.7.2(a). As this Where pedestrians, including school children and people with disabilities or visual
sign is used to warn of the presence of personnel, it shall only be displayed when impairment, have to move through, past or around a work site or to cross the road
they are actually working, or are visible to traffic, or both, and shall be removed or within a work site, they shall be provided with and directed to suitably constructed
covered when workers have left the work area or are no longer visible to traffic. and protected temporary footpaths and crossing points, or formal pedestrian
crossings, or refuges if warranted. Pedestrian and bicycle paths should, where
The Traffic Controller Ahead / PREPARE TO STOP sign shall be used to give practicable, be provided on the same scale and to the same width as any facilities
advance warning where traffic may be required to stop in compliance with the for pedestrian or bicycle traffic that were existing prior to the works. If this is not
directions of a Traffic Controller. The sign shall be installed 2D in advance of the practicable, such facilities shall meet the requirements of Clause 2.3.8. – MUTCD
traffic control position where D is the greater value of the range of dimension given – 2019.
in Table 4.2. This should also be the sight distance from the traffic controller to
oncoming traffic. The sign shall not be displayed when the Traffic Controller is not
actually in attendance controlling traffic.
Traffic Guidance Scheme and Traffic Management Options Analysis
Option Description Closure Type Control Features TGS Reference
Measure
Around Vehicles Detoured Full Elimination/ Full width of road closed. Detour available with NOT SELECTED
Work around existing Closure/Detour Substitution minimum delay
Zone roadway/ Side-tracked
Past Vehicles past Part Road Isolation / Remaining lane width of 3.0m per lane can be SELECTED
Work delineated work zone Closure / Engineering / maintained on low speed residential roads SW-HOFF-TGS1
Zone Lateral Shift Administrative
Shoulder / Bus Isolation / Remaining lane width of 3.0m can be maintained on SELECTED
Lane / Parking Engineering / low speed residential roads SW-WALT-TGS1, 2 & 3
Lane Closure Administrative SW-NOOS TGS1 & 2
Contra - Flow Isolation / Where a multi-lane divided road can be utilised to run NOT SELECTED
Engineering / opposing lanes of traffic on one side. Remaining lane
Administrative width of 3.0m per lane can be maintained.
Lane / Turning Isolation / Remaining lane width of 3.0m can be maintained on NOT SELECTED
Lane Closure Engineering / low speed residential roads
Administrative
Single Lane Isolation/ Where two – way traffic cannot be maintained as per NOT SELECTED
reversible Flow Engineering/ above on two-way road. Remaining width of 3.0m
Administrative with 0.5m edge clearance shall be maintained to allow
for single file of traffic past work area
Temporary Isolation/ Traffic Controller/s may be required to hold traffic in NOT SELECTED
closure / work Engineering/ one or both directions briefly to allow for work vehicle
vehicle access Administrative ingress / egress
Through Vehicles through Temporary road Isolation / Hold and Release all traffic when safe to do so. NOT SELECTED
Work Work Zone closure/ Hold Engineering /
Zone and Release Administrative
Local Traffic Isolation / Locations where road features restrict NOT SELECTED
Access Engineering / implementation of above options
Administrative
Warning Pre-warning signage N/A Signage MUTCD approved and custom signage as required NOT SELECTED
Signage only placed as a warning to both vehicles and pedestrians
Pedestrian Management
Option Description TGS Reference
Around Work Zone Pedestrians diverted around work area (usually to NOT SELECTED
footpath on other side of road) utilising existing
crossing and/ or driveway
Past Work Zone Minimum 1.0m footway maintained past work area SELECTED
(on the verge or on the roadway) with appropriate SW-NOOS-TGS 1 & 2
delineation and protections in accordance with the
MUTCD
Through Work Zone Minimum 1.0m footway maintained through the work SELECTED
zone such that pedestrians are safely managed either SW-WALT-TGS2
under traffic control (e.g. Passage through /between
work area and parked work vehicle, or a designated,
delineated walkway through the development area
but away from specific work areas.
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REFERENCE TABLES FOR VARIOUS PURPOSES WITH ADOPTED CRITERIA
FOR THIS WORKSITE HIGHLIGHTED IN YELLOW
Table 4.2 – Value of D TABLE 3.7 - RECOMMENDED MAX SPACING OF CONES AND BOLLARDS
Posted speed in km/h Dimension D (m) Purpose and usage Speed limit (km/h) Recommended
(prior to roadworks) maximum spacing
40 or less 5 to 10 (m)
50 10 to 15 All purposes <50 4
60 15 to 45 Closure >70 12
70, 80 60 to 80 Taper >70 9
90, 100 90 to 100
110 100 to 120 TABLE 4.1 - WORKS PROTECTION METHODS
Works Applicable Tasks MUTCD ADOPTED
Method Ref METHOD
Static All works which are Clause
Recommended taper lengths (Table 4.6) work site greater in scope and 4.2
Permanent Recommended taper lengths (m) duration than can be
posted speed Traffic Control at Lateral shift Merge taper handled by the short ADOPTED
(km/h) beginning of taper taper term, low impact
40 or less 15 5 15 provisions listed below or
50 15 15 30 mobile works
60 30 30 60 Short Isolated work on Clause
70 30 60 - 80 120 - 160 term, low pavements of up to 5 min 4.3
80 30 60 - 80 120 - 160 impact duration, traffic volumes NOT
90 30 60 - 80 120 - 160 works – permitting. Shoulder ADOPTED
open road grading and verge
100 30 60 - 80 120 - 160
areas mowing
> than 100 30 60 - 80 120 - 160
Short Work adjacent to or in a Clause
term, low traffic lane of duration 5 4.4
impact min to work 1 hour
works – depending on traffic NOT
built up volume. Median and ADOPTED
areas verge mowing, footpath
Table 4.11 - Minimum Lane Widths works
Works on Maintenance grading. Clause NOT
Posted speed limit during road works Minimum lane widths (m)
unsealed Short term partial road 4.5 ADOPTED
(km/h)
roads closures
60 or less 3.0
Mobile Line marking, pavement Clause
70 to 90 3.2
Works marker laying or removal, 4.6
Greater than 90 3.4
pavement testing where
all signs and other NOT
protective devices are ADOPTED
TABLE 4.7 - GUIDE TO THE SELECTION OF ROADWORKS SPEED LIMITS carried on vehicles
40Km/H Worker safety – Workers on foot are working within 1.2m of
traffic with no intervening physical protection
Traffic Safety – There would be structural danger to bridges at
higher speeds (1km maximum length)
60Km/H Workers Safety – Workers on foot or operating plant are within
3m of the trafficable area with no intervening
physical barrier
- A traffic controller is being used in advance of
portable or temporary traffic signals
- Dust or smoke may reduce visibility
Traffic Safety – Traffic is subjected to a reduced standard
alignment due to the works
- The pavement surface has been degraded
- A bituminous seal has just been laid
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EXAMPLES OF CORRECT SIGNAGE MOUNTING
FOR SIGNAGE PLACEMENT, LONG TERM
GENERALLY MEANS LONGER THAN TWO WEEKS.
LONG TERM PLACEMENT ON POSTS
• ON KERBED ROADS IN BUILT UP AREAS ADJACENT TO FOOTPATHS
OR WHERE VEHICLE PARKING MAY OCCUR, THEY SHOULD BE
ERECTED A MINIMUM OF 2.2m MIN FROM LEVEL OF KERB OR
FOOTPATH TO UNDERSIDE OF SIGN.
• SIGNS SHOULD BE PLACED SO THAT THEY ARE PROMINENTLY
DISPLAYED TO TRAFFIC AND WILL COMMAND ATTENTION.
• SIGNS SHOULD BE PLACED AT LEAST 2m CLEAR OF THE TRAVELLED
PATH WHERE PRACTICABLE.
LONG TERM PLACEMENT ON POSTS
• WHERE NEITHER PEDESTRIANS OR PARKED VEHICLES HAVE TO BE
CONSIDERED, A MOUNTING HEIGHT OF 1.5m MIN FROM LEVEL OF
SHOULDER SURFACE TO UNDERSIDE OF SIGN MAY BE MORE
APPROPRIATE, E.G MEDIANS, ISLANDS, OPEN ROAD AREAS ETC.
• SIGNS SHOULD BE PLACED SO THAT THEY ARE PROMINENTLY
DISPLAYED TO TRAFFIC AND WILL COMMAND ATTENTION.
• SIGNS SHOULD BE PLACED AT LEAST 2m CLEAR OF THE TRAVELLED
PATH WHERE PRACTICABLE.
SHORT TERM PLACEMENT OF SIGNS
• SIGNS MOUNTED ON PORTABLE SUPPORTS (LEGS) SHOULD BE A
MINIMUM HEIGHT OF 200mm FROM THE SHOULDER SURFACE TO
THE BOTTOM EDGE OF THE SIGN.
• SHORT TERM SIGNS SHOULD BE PLACED SO THAT THEY ARE
PROMINENTLY DISPLAYED TO TRAFFIC AND WILL COMMAND
ATTENTION.
• IN BUILT UP AREAS, SIGNS SHOULD BE PLACED BEHIND THE KERB
IF VISIBLE TO ONCOMING TRAFFIC. IF SIGNS HAVE TO BE PLACED
ON THE PAVEMENT, THEY SHOULD BE PLACED AS NEAR AS
PRACTICABLE TO THE KERB WITHOUT BECOMING OBSCURED OR
OBSTRUCTING MOVING TRAFFIC.
• SIGNS ARE NOT PERMITTED TO BE PLACED IN OR OBSTRUCT
BICYCLE LANES UNDER ANY CIRCUMSTANCES
• IF SIGNS ARE PLACED ADJACENT TO OR PARTLY ON A FOOTPATH,
A TRAFFIC CONE OR BOLLARD SHOULD BE PLACED AGAINST THE
SIGN TO WARN PEDESTRIANS AND CYCLISTS OF ITS PRESENCE.
• SIGNS MAY NEED TO BE WEIGHTED DOWN WITH SAND BAGS IN
WINDY CONDITIONS OR OVERNIGHT TO ENSURE STABILITY.
Note: In all cases,
1. Traffic Management signage may only be placed in position by a person who holds a Traffic Management
Implementation (TMI) qualification.
2. Implementation of signs should be done in accordance with a Traffic Guidance Scheme designed by a Traffic
Management Design qualified person.
3. Any changes to a Traffic Guidance Scheme may only be authorised by a Traffic Management Design qualified
person.
4
Page 21
GENERAL TRAFFIC GUIDANCE SCHEME NOTES
1. Traffic Guidance Schemes attached herewith have been drawn based on the principles of the current issue of the MUTCD Pt. 3 "Works on Roads” (November 2019).
2. All signage to be placed, based on an onsite risk assessment in accordance with clause 2.2.3 of the MUTCD Part 3, at the time of installation.
3. The Principal Contractor (PC) / PCBU is responsible for ensuring all works are conducted in accordance with relevant legislation.
4. A site pre-start should be undertaken prior to starting to ensure consultation with all workers understand the work activities and details of the TGS.
5. Signs and devices shall be set out and placed by a Traffic Management Implementation (TMI) qualified person.
6. Setting out of signs and devices should be done in the following sequence and removed in reverse order (Clause 2.5.3):
a) Advanced warning and regulatory signs (including temporary speed zone signs)
b) All intermediate advance warning and regulatory signs and devices required in advance of the taper or start of work area.
c) All delineating devices required to form taper including the illuminated flashing arrow sign at the end of the taper where required.
d) Delineation of the work area or side-track.
e) All other required warning and regulatory signs including termination and end of temporary speed zone signs.
7. It is the responsibility of the Principal Contractor (PC) / PCBU, to ensure, all signage is checked regularly, once installed. (Appendix A-A2)
8. Due consideration is to be to be given to all road users at all times, including but not limited to motorists, cyclists and pedestrians.
9. Signs that are inappropriate to, or conflict with, the worksite situation shall be covered or removed. This might include conflicting speed signs during working hours,
or “Workman” symbolic and/or Traffic Controller Ahead signs when workers are not present, or Traffic Controllers are not operating.
10. Signage and devices to not be placed as to obstruct vehicles or pedestrians (usually 1m from any running lane), but clause 4.13.4 of the MUTCD should be observed
in all situations.
11. Changes to the signage arrangements, as documented here, are to be recorded as per the requirements of the MUTCD Pt. 3 Clause 2.6.2
12. Placement of signage will need to consider any existing signage and other obstacles such as buildings, street furniture and vegetation at the location.
13. Signage / device placement must be assessed on site and adjusted within tolerances allowed if necessary. (Clause 4.1.6).
14. Where no distance for sign placement are given, a literal interpretation is required, based on an onsite risk assessment.
15. Diagrams drawn are not to scale and locations shown are indicative only.
13. Short term signage (usually up to 2 weeks) may be mounted at a minimum of 200mm above road / kerb surface level.
Long term signage should be mounted on fixed supports (posts). On kerbed roads in built-up areas where signs are mounted on posts adjacent to a footpath, or
where vehicle parking may occur, they should be erected a minimum of 2.2 m above the level of the kerb or footpath to the underside of the sign, to reduce
interference from parked vehicles. Where neither pedestrians nor parked vehicles have to be considered, for example, on a traffic island or median, a mounting
height of 1.5 m may be more appropriate. (See clause 2.5.2 of MUTCD).
14. Minimum lane widths in accordance with table 4.11 and edge clearances will be maintained at all times.
15. Cone or bollard spacing should be done in accordance with table 3.7 of the MUTCD.
16. Where signage cannot be placed on the left side of the road as indicated in the diagrams, it may be placed on the right-hand side (or median).
17. Plant, vehicles and materials are not to be stored in positions where they may create a hazard, obscure signage or block the line of sight for approaching drivers /
cyclists.
18. Any changes to the TGS (Outside the scope of TMI Table 1.4.31 Supplement MUTCD Part 3) shall be reported to a TMD officer for approval prior to changes being made.
19. Clearances for excavation works adjacent to running lane to be delineated in accordance with table E1 in the MUTCD Part 3.
20. All incidents/ accidents within the site area to be dealt with in accordance with the site safety plan.
Notes below on Traffic Controllers apply when Traffic Controllers have been contracted:
21. Traffic Controllers must conduct their operational procedures in accordance with the TCASAP.
22. Traffic Controllers must be clothed in accordance with the DTMR – Queensland Traffic Controller Clothing Standard.
23. Traffic Controllers shall be relieved from their duty after not more than 2 hours for a period of rest or other duties of at least 15 minutes (TCASAP).
24. Traffic Controllers should always have an escape route to a safe location established prior to starting work.
25. Traffic controllers should follow the guidelines for daily routines (Appendices A2 & A3 of MUTCD Part 3).
Traffic Management & Planning Disclaimer
The following Traffic Guidance Schemes have been prepared in accordance with information supplied by the client and/or onsite visits. Technical due
diligence has been applied in the production of these documents based on that information supplied. The “Traffic Management Design professional /
consultant”, and Traffic Management & Planning is not responsible for any omissions or errors in the base information supplied by the client.
While all care has been taken in the preparation of these documents, traffic and site conditions at the time of the works may vary from those established
in the development of the Traffic Guidance Schemes. The “client” is responsible for undertaking an evaluation of the site and traffic conditions against
the application constraints outlined within the Traffic Guidance Schemes as appropriate. Where conditions vary from those documented, additional
input from a Traffic Management Design professional should be sought.
5
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STOCKWELL HOFFMAN DR NOOSAVILLE
N SITE ENTRY ROAD CLOSURE PREWARNING SIGNS
TGS #: SWHOFFTGS1
SITE ENTRY
ROAD CLOSED
ENTRY
NO
CLOSED
REDUCE SPEED
AHEAD
ROAD
HOF
ACCESS
FMA
ONLY
SITE
N DR
30m STAFF CAR PARK
LOOK
BOTH WAYS
DRIVE SAFELY
WORK
ROAD
END
DRIVE SAFELY
SITE EXIT
SHAKER GRID
RE
NE
ST
LEGEND
= DEVELOPMENT AREA
= LONG TERM SIGNAGE PLACEMENT
= WATER FILLED BARRIERS
= STAFF CAR PARK
TGS SPECIFIC NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSES 4.2 & 3.16.2 OF THE MUTCD 2019.
2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019) = SITE FENCING
3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019).
5). TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED. (REF. CLAUSE 3.16.2 MUTCD 2019).
6). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
7). BARRIERS SHOULD BE STAGGERED TO GIVE THE IMPRESSION OF A FULL CLOSURE WITH ENOUGH SPACE TO ALLOW CONSTRUCTION VEHICLES TO ACCESS THE SITE
8). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THE ORGINAL TGS DIAGRAMS FOR THIS JOB.
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 30/08/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: HOFFMAN DR NOOSAVILLE HOURS OF OPERATION: 0000 2400 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWHOFFTGS1 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: PREWARNING SIGNAGE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 50 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 50 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: TWO WAY VALUE OF D: TABLE 4.2 (MUTCD)
MANAGER TBA
POSTED SPEED OF 50Km/H D = 10 15m TAPER LENGTH: TABLE 4.6 (MUTCD)
Page 23
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STOCKWELL NOOSA CIVIC SOUTHERN ENTRY NOOSAVILLE
N ROUNDABOUT CONSTRUCTION STAGE 1
TGS #: SWNOOSTGS1
ER TGS SPECIFIC NOTES
UD
EC 1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 OF THE MUTCD 2019.
EPS EH
A
DE DA OW 2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019)
03
KR OR
DA 3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019).
5). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS
WITHOUT TRAFFIC CONTROL.
6). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 MUTCD).
7). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 MUTCD).
HA
DAE LC 8). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION.
O
21
m5 C DES OOF
AB
KC ISSOR EP
HTA
PT 9). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THIS SET OF TGS DIAGRAMS
GN TSED C
IR
NA SSOR
30m
TA
END
ROAD
WORK
SAFELY
DRIVE 15m DEEPS ECUDER
WALTER HAY DR
03
CUSTOM 15 m TAPER
SIGNS SNAIRTSEDEP
KCA
B
GNIS m581
NAIR SORC DESO
TS
TA S EDEP
SOR HTAPT LC
C O OF
E
DR R ND
IV W OAD
E OR
SA K
FE
PEDESTRIANS
LY
REDUCE SPEED
RY
NOOSA CIVIC S/EAST ENT
AHEAD
WORK
ROAD
LEGEND
30m
= WORK AREA
REDUCE SPEED
FOOTPATH
30
OTHER
USE
PEDESTRIANS
30m = SIGNAGE PLACEMENT
FOOTPATH
= BOLLARDS CLOSE DELINEATION
CLOSED
= PEDESTRIAN MESH FENCING
= TEMP. HAZARD MARKER
ROAD
WORK
D
= TEMP. FOOTPATH
AHEA
D E ROA
D = EXISTING FOOTPATH
ON SI
= SITE FENCE
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 30/08/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: NOOSA CIVIC SOUTH ENTRY HOURS OF OPERATION: 0000 2400 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWNOOSTGS1 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: SHOULDER CLOSURE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 30 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 30 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: TWO WAY DIVIDED VALUE OF D: TABLE 4.2 (MUTCD)
TBA
MANAGER POSTED SPEED OF 30Km/H D = 5 10m TAPER LENGTH: TABLE 4.6 (MUTCD)
Page 24
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STOCKWELL NOOSA CIVIC SOUTHERN ENTRY NOOSAVILLE
N ROUNDABOUT CONSTRUCTION STAGE 2
TGS #: SWNOOSTGS2
ER TGS SPECIFIC NOTES
UD
EC 1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 OF THE MUTCD 2019.
EPS EH
A
DE DA OW 2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019)
03
KR OR
DA 3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019).
5). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS
WITHOUT TRAFFIC CONTROL.
ER 6). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 MUTCD).
15m ECUD
DEEPS
7). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 MUTCD).
NOC
SNOITID T 8). SPOTTERS MAY BE REQUIRED TO ASSIST WORK VEHICLE INGRESS/ EGRESS
03 CIFFAR
DEGNA
HC 9). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THIS SET OF TGS DIAGRAMS
END
ROAD
WORK
SAFELY
15m
DRIVE DEEPS ECUDER
WALTER HAY DR
03
15 m TAPER
E
DR R ND
TEMPORARY CROSSING IV W OAD
E OR
SA K
THROUGH MEDIAN ISLAND FE
PEDESTRIANS
LY
REDUCE SPEED
ADDITIONAL LIGHTING RY
NOOSA CIVIC S/EAST ENT
AHEAD
WORK
ROAD
20m
30m
LEGEND
REDUCE SPEED
30
= WORK AREA
REDUCE SPEED
30
CONDITIONS
30m = SIGNAGE PLACEMENT
CHANGED
TRAFFIC
SNAIRTS
EDEP
= BOLLARDS CLOSE DELINEATION
SNAIRT
= PEDESTRIAN MESH FENCING
SEDEP
PEDESTRIAN RAMPS = TEMP. HAZARD MARKER
ROAD
IF REQUIRED WORK
AHEA
D = NEW FOOTPATH
D
D E ROA = EXISTING FOOTPATH
ON SI
= SITE FENCE
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 30/08/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: NOOSA CIVIC SOUTH ENTRY HOURS OF OPERATION: 0000 2400 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWNOOSTGS2 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: SHOULDER CLOSURE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 30 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 30 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: TWO WAY DIVIDED VALUE OF D: TABLE 4.2 (MUTCD)
MANAGER TBA
POSTED SPEED OF 30Km/H D = 5 10m TAPER LENGTH: TABLE 4.6 (MUTCD)
Page 25
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STOCKWELL WALTER HAY DR NOOSAVILLE
N
TGS #: SWWALTTGS1
EMERGENCY VEHICLE ACCESS CONSTRUCTION SHOULDER CLOSURE
THESE SIGNS MAY BE OMITTED
IF WORKS IN TGS# SWWALTTGS2
20m
ARE CONCURRENT WITH WORKS
SAFETY IN THIS DIAGRAM
BUFFER
30m
TAPER
DRIV
WOR D
ROA
END
ES
K
RED
AFE
UCE
40
END
LY
40
SPE
ED
REDU
DRIV
CE SP
40 DEEND
END
ES
60
REDUCE
AHEAD AH
ROAD
WORK
REDU
40
AFE
EED
30m
TO
CE S
LY
UR
SPEED
60
EAD
PEED
3090m H AY DR
WALTER
LEGEND
TGS SPECIFIC NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 (STATIC WORKSITES) OF THE MUTCD 2019
= WORK AREA
2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019)
3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019). = LONG TERM SIGNAGE PLACEMENT
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019).
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 MUTCD). = TEMPORARY HAZARD MARKER
6). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
7). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION. NO SITE ACCESS FROM WALTER HAY DR
8). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 MUTCD). = BOLLARDS / CLOSE DELINEATION
9). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THE ORGINAL TGS DIAGRAMS FOR THIS JOB.
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 01/09/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: WALTER HAY DR NOOSAVILLE HOURS OF OPERATION: 06301800 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWWALTTGS1 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: SHOULDER CLOSURE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 60 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 40 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: TWO WAY VALUE OF D: TABLE 4.2 (MUTCD)
MANAGER TBA
POSTED SPEED OF 60Km/H D = 15 45m TAPER LENGTH: TABLE 4.6 (MUTCD)
Page 26
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STOCKWELL WALTER HAY DRIVE NOOSAVILLE
N
TGS #: SWWALTTGS2
SHOULDER CLOSURE SOUTHERN ROUNDABOUT TIEIN
PED
EST
WA UR
RIAN
YO P
THESE SIGNS MAY BE OMITTED
STE
TC
HAZ
H
IF WORKS IN TGS# SWWALTTGS1
ARD
ARE CONCURRENT WITH WORKS
IN THIS DIAGRAM 20m
YO TCH
ST UR
SAFETY
EP
WA
RD
BUFFER
AZA
ROAD
WOR
AHEA
REDU
IANH
STR
K
RE
D
C
E
E SPE
PED
DU
60
CE
D
R
ED
IV
SPE
W OA D
3090m
E
O D
R N
60
SA
RK
ED
E
FE
RE
40
LY
60
DU
CE
SP
EE
D
REDU
60
60m 40
RE
C
E SPE
DU
ROAD
RE
WOR
AHEA
60
DU
CE
CE
K
ED
D
SP
SP
EE
EE
D
30m
D
E
DRIV
E R HAY
WALT
ROAD
WORK
ROAD AHEAD
WORK
AHEAD SPEED
REDUCE
SPEED
REDUCE
LEGEND
= WORK AREA
TGS SPECIFIC NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 OF THE MUTCD 2019.
2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019)
= LONG TERM SIGNAGE PLACEMENT
3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019). = APPROVED BARRIERS
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 MUTCD).
6). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 MUTCD).
= TEMP. HAZARD MARKER
7). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION. NO SITE ACCESS FROM WALTER HAY DR ROUNDABOUT. = BOLLARDS
8). BARRIER SYSTEMS ARE TO BE RPEQ SELECTED, APPROVED & CERTIFIED AND ARE TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.
9). PEDESTRIANS MAY NEED TO BE PROVIDED WITH APPROVED RAMPS TO ENSURE SAFE PASSAGE THROUGH THE WORK SITE ON ROUTE INDICATED = PEDESTRIAN ROUTE
10). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 01/09/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: WALTER HAY DR NOOSAVILLE HOURS OF OPERATION: 0630 1800 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWWALTTGS2 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: SHOULDER CLOSURE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 60 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 40 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: MULTI LANE DIVIDED VALUE OF D: TABLE 4.2 (MUTCD)
MANAGER TBA
POSTED SPEED OF 60Km/H D = 15 45m TAPER LENGTH: TABLE 4.6 (MUTCD)
Page 27
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N STOCKWELL WALTER HAY DR NOOSAVILLE
TGS #: SWWALTTGS3
DRIVEWAY / ACCESS CONSTRUCTION SHOULDER CLOSURE
TGS SPECIFIC NOTES
NOOSA CIVIC ACCES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH CLAUSE 4.2 (STATIC WORKSITES) OF THE MUTCD 2019
2). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED. (REF. CLAUSE 2.4.4 MUTCD 2019)
3). LONG TERM SIGNS SHOULD BE ERECTED ON POSTS 2.2m ABOVE LEVEL OF KERB OR FOOTPATH TO THE UNDERSIDE OF THE SIGN (REF. CLAUSE 2.5.2 – MUTCD – 2019).
4). ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC. (REF. CLAUSE 2.5.2 MUTCD 2019).
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.(REF. CLAUSE 3.4.4 MUTCD).
6). CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARDS DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
7). ALL WORK IS TO BE CARRIED OUT FROM BEHIND THE LINE OF DELINEATION
SIGNS ON THESE APPROACHES AND 8). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. (REF. CLAUSE 4.13.3 MUTCD).
DEPARTURES WILL BE COVERED 9). TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED. (REF. CLAUSE 3.16.2 MUTCD).
10). FOR ADDITIONAL NOTES RELATING TO THIS TGS PLEASE REFER TO THE GENERAL TRAFFIC GUIDANCE SCHEME NOTES SUPPLIED WITH THE ORGINAL TGS DIAGRAMS FOR THIS JOB.
BY TGS# SWNOOSTGS1 & 2
ED
PE
RO OR AD
60 UCE S
AD K
W HE
A
ED
R
D R
ED
H AY
PE
ER
LT
ES
WA
C
DU
60
60 D
D
RE
EE
LE
E SPEE
NG
SP
SLOW
VEHIC
REDUCE SPEED
MOVI
E
UDER
DEEPS EC
UC D
REDUC
RO OR D
RE
04
W EA
AD K
AH
30m
40
WALT
ER HAY D
R
WO D
END
RK
ROA
LY
AFE
60 D
EE
ES
60
SP
DRIV
E
30m
UCD
RE
30m
SPEED
REDUCE SPEED
40
REDUCE
E
MOVING
VEHICL
SLOW
THESE SIGNS TO BE FULLY COVERED
60
ONCE TRUCK ACTIVITY HAS CEASED
Y
FEL
E SA
WOR D
END
K
ROA
DRIV
20m
SAFETY
BUFFER
LEGEND
= WORK AREA
= LONG TERM SIGNAGE PLACEMENT
= TEMPORARY HAZARD MARKER
= BOLLARDS / CLOSE DELINEATION
REV DATE DESCRIPTION: CLIENT: STOCKWELL TGS IMPLEMENTATION DATE: TBA DIAGRAM PREPARED BY:
00 01/09/20 PRODUCED FOR SUBMISSION TO COUNCIL LOCATION: WALTER HAY DR NOOSAVILLE HOURS OF OPERATION: 06301800 GUY HALLIDAY
Dept. Transport & Main Roads
01 PLAN NUMBER: SWWALTTGS3 TRAFFIC MANAGEMENT: REGULATORY
REVISIONS
Traffic Management Design
Certification # 259
02 SCALE / PRINT SIZE: NOT TO SCALE PRINT TO A3 CONTROL METHOD: SHOULDER CLOSURE
03 SITE CONTACT: TBA TERM OF WORKS: LONG TERM
04 TRAFFIC CONTROL Co. TBA ORIGINAL POSTED SPEED: 60 Km/h
05 NTO CONTACT: TBA WORKSITE SPEED LIMIT: 40 Km/h MINIMUM LANE WIDTH: 3.0m
PROJECT PROJECT DURATION: TBA ROAD TYPE: TWO WAY VALUE OF D: TABLE 4.2 (MUTCD)
MANAGER TBA
POSTED SPEED OF 60Km/H D = 15 45m TAPER LENGTH: TABLE 4.6 (MUTCD)