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qldBUILT Construction Management Plan - JURA Rev02 · MCU23/0094
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CONSTRUCTION
MANAGEMENT PLAN
QLD BUILT PTY LTD
Proposed Development “JURA”
79 - 83 Eumundi Noosa Road & 26 Headland Drive,
Noosaville QLD 4566
Lots 75-77 RP 71151 & Lot 3 SP 208257
Noosa Council References:
MCU23/0094, OPW23/0113 & RAL23/0014
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Page 2
Construction Management Plan
Principal Contractor Details
Organisation Name qldBUILT Pty Ltd
Director Dominic Tyacke
Address 2/20 Technology Dr, Warana QLD 4575
Phone 0410 332 167
Email [email protected]
ABN 39 606 947 175
QBCC 15035880
Project Details
“JURA”
Project Name
79 - 83 Eumundi Noosa Road & 26 Headland Drive, Noosaville QLD 4566
Client Capital Prudential Pty Ltd C/- Norhart Developments
Client Contact Mr Matt Denny
Email [email protected] Phone On request
Document Control
Amendments to this CMP are approved by the Project Manager and authorised for distribution to all holders of
controlled copies
Revision No. Details Date Initialled
1 qldBUILT Construction Management Plan Template 30/10/2023 DT
2 Site Specific CMP: 79 - 83 Eumundi Noosa Road & 26 Headland Drive, 20/02/2024 DT / AL
Noosaville QLD 4566
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Construction Management Plan
Table of Contents
1.0 Introduction .............................................................................................................................................................. 4
1.1 Precedence ............................................................................................................................................................5
2.0 Proposed Site ........................................................................................................................................................... 5
2.1 Site Description .....................................................................................................................................................5
2.2 Site Constraints .....................................................................................................................................................6
2.3 Site Considerations ...............................................................................................................................................6
2.4 Proposed Development ........................................................................................................................................6
2.5 Key Items...............................................................................................................................................................6
3.0 Proposed Construction Methodology ................................................................................................................. 7
3.1 Hours of Work .......................................................................................................................................................7
3.2 Early Works ...........................................................................................................................................................7
3.2.1 Dilapidation Survey .......................................................................................................................... 7
3.2.2 Surveys ............................................................................................................................................. 7
3.2.3 Geotechnical..................................................................................................................................... 7
3.2.4 Service Identification, Connections and Diversions ......................................................................... 7
3.2.5 Closure and Temporary Diversions .................................................................................................. 7
3.2.6 Power Supply .................................................................................................................................... 7
3.3 Demolition Works .................................................................................................................................................8
3.3.1 Site Clearing...................................................................................................................................... 8
3.3.2 Bulk and Detailed Excavation ........................................................................................................... 8
3.4 Structure ................................................................................................................................................................9
3.4.1 Footings / Foundations..................................................................................................................... 9
3.4.2 Structural Walls ................................................................................................................................ 9
3.4.3 Roof .................................................................................................................................................. 9
3.5 Façade ....................................................................................................................................................................9
3.6 Services & Finishes ...............................................................................................................................................9
4.0 Site Setup and Materials Handling ..................................................................................................................... 9
4.1 Traffic Management .............................................................................................................................................9
4.2 Street Closures ....................................................................................................................................................10
4.3 Pedestrian Management ....................................................................................................................................10
4.4 Site Accommodation Compound & Shedding .................................................................................................10
4.5 Site Security ........................................................................................................................................................10
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4.6 Construction Zones and Material Handling .....................................................................................................10
4.6.1 Construction Zones......................................................................................................................... 10
4.6.2 Material Lay Down ......................................................................................................................... 10
4.7 Waste Management ...........................................................................................................................................11
4.7.1 Recycling ......................................................................................................................................... 11
4.8 Temporary Infrastructure ..................................................................................................................................11
4.8.1 Temporary Hydraulics .................................................................................................................... 11
4.8.2 Construction Power ........................................................................................................................ 11
4.8.3 Fire Control Measures .................................................................................................................... 11
5.0 Risk Management.................................................................................................................................................. 12
5.1 WHS Management Plan .....................................................................................................................................12
5.2 Emergency Plan ..................................................................................................................................................12
6.0 Adjoining & Neighbouring Owners Management ......................................................................................... 12
6.1 Communication ...................................................................................................................................................12
6.2 Services Interruptions and Impairment...........................................................................................................12
6.3 Emergency Contact ............................................................................................................................................13
7.0 Environment Management ................................................................................................................................. 13
7.1 Occupational Health & Safety ...........................................................................................................................13
7.2 Site Remediation and Hazardous Materials ....................................................................................................13
7.3 Site Discharge .....................................................................................................................................................13
7.4 Dewatering ..........................................................................................................................................................14
7.5 Noise and Vibration Management ....................................................................................................................14
7.6 Monitoring ............................................................................................................................................................15
Appendix 1 – Draft Traffic Management Strategy (TMP / TGS) ............................................................................ 16
Appendix 2 – Draft Construction Environmental Management Plan (CEMP) .................................................... 17
Appendix 3 – Draft Erosion Sediment Control Plan (ESC) ....................................................................................... 18
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Construction Management Plan
1.0 Introduction
This Construction Management Plan (CMP) has been prepared by qldBUILT for the proposed multi dwelling
development 79 - 83 Eumundi Noosa Road & 26 Headland Drive, Noosaville QLD 4566.
The intention of this document is to communicate that the design and construction of this development
has been well considered and will be undertaken in a manner that seeks to minimize disturbance and
impact on the surrounding environment. Items contained in this CMP include:
Impact on adjoining and surrounding properties.
Traffic management including public interfaces.
Public amenity, safety, and pedestrian management
Outline of major works
Environmental management
Materials handling
The term “construction” used in the CMP, relates to all works associated with the redevelopment of
the site, including demolition of any existing buildings or structures on site.
qldBUILT will work closely with the Noosa Council and adjoining properties, and other key stakeholders to
create plans that will ensure minimal impact and disruption to the surrounding area.
Consultation will continue to be a key priority throughout the construction process to ensure the community
and stakeholders receive regular updates and have the opportunity to provide feedback.
This CMP will ensure all construction is properly facilitated, integrated, and coordinated thus guaranteeing
the Project’s objectives are met.
It is intended that further detailed CMP’s and works plans, for each phase of the project, as outlined in this
plan, will be prepared and relevant approvals secured prior to construction commencement.
This CMP has been documented to describe the expectations the Project Management Team shall implement
and conduct its allocated site management responsibilities during the construction of this project. This CMP has
been formulated from a preliminary developed design and may require changes to meet stakeholder
requirements, as detailed design progresses.
The scope of this report provides a holistic approach that:
Advises how the project management team will comply with the requirements of the contract
relating to construction.
Defines the project objectives and targets of particular relevance to the construction phase.
Describes constraints specific to the construction phase and the project in general.
Describes the process for the identification and control of risks specific to the construction phase.
Details the proposed strategy for the construction phase, with particular regard to establishment
resourcing, site organization and construction controls.
The new development is located within an existing residential area. The internal and external site
conditions imposed by its location emphasizes the importance of substantial pre-planning, detailed
programming and adoption of innovative construction methods to ensure the prospective acquisition and
subsequent delivery of the project is not only a success for the Principal, but also satisfies key
surrounding stakeholders and authorities’ requirements.
The fundamental aim of this Plan is to ensure all construction is properly facilitated, integrated and
coordinated so as to deliver certainty to the objectives of the Project.
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Construction Management Plan
1.1 Precedence
Where ambiguity is detected between the procedures and requirements in this Construction Management
Plan and any other third-party Management Plans, then the procedures nominated in this plan will take
precedence.
1.2 Interface with other Project Plans & Procedures
The CMP forms part of an integrated set of Project Management Plans and should be read in conjunction
with these plans.
2.0 Proposed Site
2.1 Site Description
The site is situated along Eumundi Noosa Road Noosaville and has a single frontage, with a separate proposed
site access via Headland Drive.
Figure 1. Site and Adjoining Roads
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2.2 Site Constraints
The site has very few site constraints from the point of view of surrounding road networks and
neighbouring properties. Generally, all construction activities can take place within a fenced
construction zone.
There are public road site access points to the front and side of the site which will be
maintained during the building process. Consultation and coordination with surrounding
stakeholders will be required.
Power, water and sewer supply upgrades will be a requirement for the project and may
involve some works by the supply authorities outside the boundaries of the site and
additional works within the site. Separate specific work plans will be developed for this
works once the design and scope has been finalised.
There are existing residential buildings on the Southern and Eastern Boundaries which will be
separated from the construction zone by existing or additional temporary fencing. .
There is a vacant lot to the Northern Boundary.
2.3 Site Considerations
Careful site management, which will minimize disruption and inconvenience to neighbouring buildings
and their occupants, is of the highest importance. qldBUILT will provide 2 points of contact to work with
neighbours to understand their needs and requirements, and, where possible, adjust construction works
methodologies accordingly.
Also refer to Section 5.0 – Adjoining Owners Management.
2.4 Proposed Development
The proposed redevelopment comprises a 2-storey building including:
• 12 x 2-bedroom 2 storey small dwellings
• 24 x 2-bedroom single storey small dwellings
• 2 x 3-bedroom split level 2 storey units
• Covered car space and storage for each 2-bedroom dwelling and 2 covered spaces for the 2 & 3-
bedroom dwellings.
• 10 visitor car spaces
• Common area swimming pool
• Demolition of existing dwellings on the site (by others)
2.5 Key Items
Whilst preparing this CMP qldBUILT has identified the following key items and attributes:
Management of the Bulk Earthworks
Silt & Sediment Control generally
Safe Vehicle Access and Egress to and from the site during construction
Due consideration of neighbouring properties and local residents at all times during
construction.
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3.0 Proposed Construction Methodology
3.1 Hours of Work
General construction works will be undertaken within the hours permitted under the development approval.
In some cases, after-hours permits may be sought from the relevant authorities where special
requirements exist, for example oversized deliveries, crane installation and/or demobilization.
Working hours are foreseen as follows:
Between 6:30am – 6:00pm (upon issue of Conditions of consent) - Monday to Friday
Between 6:30am – 6:00pm (upon issue of Conditions of consent) – Saturday
The council will provide further guidance for working times upon Operational Works approval issue.
3.2 Early Works
3.2.1 Dilapidation Survey
Prior to commencing work onsite, a full Pre-Construction Dilapidation Report will be completed. This
detailed survey will encompass visual inspection of structural, architectural, services, conditions of
the existing adjacent neighbouring properties and infrastructure, roads, environment, site
boundaries, Council, Telstra and NBN assets. Access to the adjacent building will be coordinated with
property owners and tenants, at mutually agreed times. A joint inspection with representatives of the
property owners is noted as preferable. It is recommended a post construction survey be compiled
for comparison.
3.2.2 Surveys
A suitably licensed Land Surveyor will be used to set out the works to ensure works are
completed in the correct location and within building tolerance. As-built surveys will be completed
in accordance with Head Contract and authority requirements.
3.2.3 Geotechnical
Further geotechnical advice will be sought as required to carry out testing and inspections as required
by Australian Standards and the Civil Works Specifications. Any geotechnical laboratory carrying out
testing for this project will be NATA accredited.
3.2.4 Service Identification, Connections and Diversions
A desktop “dial-before-you-dig” survey has been completed and an onsite service sweep using
multi- frequency electro-magnetic equipment and dual-frequency ground penetrating radar will be
undertaken. All services will be shown on a drawing and marked on the ground for identification.
3.2.5 Closure and Temporary Diversions
A Draft Traffic Management Strategy has been developed for Council’s review and approval to
encompass both pedestrian and vehicular controls during construction.
Please Refer to Appendix 1 – Draft Traffic Management Strategy (TGS/s)
3.2.6 Power Supply
A combination of generator & existing site power be used temporarily until permanent power is
established.
A new Pad Mount Transformer (PMT) will be installed on site.
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3.3 Demolition Works
Major demolition within the site will be undertaken by others before qldBUILT establishes site.
Only very minor demolition scope, remaining grubbing etc. will form art of this scope of this CMP.
3.3.1 Site Clearing
Tree clearing will be done by other before qldBUILT establishes site and will not form part of the scope
of this CMP.
The site will need to be stripped of topsoil, which, if possible, will be stockpiled on site for use later. The
Site earthworks and drainage will be completed strictly in accordance with any Operational
requirements, guidance or restrictions.
3.3.2 Bulk and Detailed Excavation
Following a detailed assessment of the current preliminary structural design and civil documents, the
bulk excavation of the site will be traditional in the overall approach.
High level footings will be installed to support the building structure any material removed from
footings will be utilized on site where possible or removed from site.
Detailed excavation works will be concentrated on the high-level pad and strip footings and will
commence once bulk excavation has been completed.
There should be no requirement for any Dewatering, there may be some localized dewatering to
remove water from any footing excavations or the like.
Any localized dewatering planned will be developed as part of a site Construction Environmental
Management Plan (CEMP)
Prior to any excavation work, QldBUILT Construction will finalise an approved Construction
Environmental Management Plan, which is currently available in draft form.
Please Refer to Appendix 2 – Draft Construction Environmental Management Plan
(CEMP)
Environmental controls that may be implemented include a shaker grate, all weather access,
sediment fences and socks, and temporary detention basins for stormwater.
A preliminary Erosion and Sediment Management Plan in accordance with the International
Erosion Control Association (IECA) guidelines for the site has been developed.
Please Refer to Appendix 3 – Draft Erosion & Sediment Control Plan (ESCP)
The excavation and retention sequence will likely follow is as follows: -
Site establishment and detention devices
Strip Topsoil / Bulk excavation and haul roads
Benching for Building Pad and Carparks
Footings
Retaining walls construction
Backfill retaining walls.
Inground Services and Footings
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3.4 Structure
3.4.1 Footings / Foundations
Construction of the footings and foundations will be undertaken using conventional methods.
Generally, all footings and foundations will be high level structures.
Piling of any type is not anticipated.
3.4.2 Structural Walls
The bulk of the structural walls are a combination reinforced concrete block walls and structural
framing with light weight cladding.
Retaining walls will be constructed conventionally and will be reinforced concrete blockwork
structures.
3.4.3 Roof
The roof will be a traditional structural timber framed roof (Trusses) with metal deck roofing and
proprietary insulation below.
3.5 Façade
The external walls (Façade) are predominantly structural timber framing with compressed fibre cement
cladding with paint finish.
All external windows will be commercial grade windows with appropriate treatment for energy efficiency as
required as well as any acoustic properties prescribed in the Approvals.
3.6 Services & Finishes
Services and finishes activities will commence once roof framing has been installed. Internal walls will
initially be set out, and the top and bottom tracks installed to allow final coordination of services and to
ensure passive fire systems are installed in the correct location. Rough in services works will consist of
high- level mounted ductwork and pipework which are not reliant on the envelope being water-tight. Once
the windows and cladding have been installed to the façade, the finishes and services fit off will
commence.
4.0 Site Setup and Materials Handling
The site will be contained and secured with a commercial site fence with appropriate bracing and shade
clothe to minimize noise, dust and provide security. All construction works relating to the construction of
the dwellings will take place within the construction zone defined y the site perimeter fencing.
4.1 Traffic Management
QldBUILT have engaged a certified traffic management organisation to develop a detailed, site specific
Traffic Management Plan / Traffic Guidance Scheme.
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Traffic will generally be managed in the following way:
Designated delivery routes will be communicated to all personal, and enforced by Site
Management Team
Strict scheduling of vehicle movement will occur to minimize off site waiting times.
On-site parking will be provided.
Vehicle movements will be compliant with Conditions of Consent and broader road-use
regulations, particularly with regard to hours of work, materials loading and unloading, and over
size deliveries and installation.
A suitable vehicle hold/staging point will not be necessary outside the site area to facilitate the coordination
as deliveries arrive and are unloaded as there are suitable areas within the site for this to occur.
4.2 Street Closures
Street closures are not anticipated during the construction works.
4.3 Pedestrian Management
The site is bound by a reasonable public footpath network. Existing pedestrian paths will be maintained as part of
the development, however some diversions may be required, as described in the draft TMP / TGS.
4.4 Site Accommodation Compound & Shedding
The site accommodation compound, site sheds and amenities will be contained completely within the site
construction zone defined by the permitter fencing.
4.5 Site Security
qldBUILT will ensure the site is locked and secured when there is not a presence on the site. Licensed security firms
may be engaged as required to provide further security coverage. Typically, this would be over holiday periods or
closer to completion of the project.
A site security camera with remote notification has already been established on the site.
4.6 Construction Zones and Material Handling
4.6.1 Construction Zones
All construction traffic will enter and exit the site either via the dedicated site access points along
Eumundi Noosa Road and Headland Drive. Appropriate traffic management and signage will be adopted
to the external of the site in both locations as per the draft TMP / TGS.
4.6.2 Material Lay Down
Materials will be delivered and unloaded completely within the site construction zone defined by the
permitter fencing.
No material handling will take place outside the construction zone or in the adjacent streets.
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4.7 Waste Management
Rubbish bins / skips will be provided at strategic positions around the site, where all subcontractors will be
required to clear their rubbish as it accumulates. These bins will be located around the building and loaded
via forklift into the large skips for removal from site. Change overs will occur as bins are full.
4.7.1 Recycling
Mixed waste bins will be provided with recycling occurring offsite. There is scope for recycling of
reinforcement steel, formwork and concrete at various stages of the project. During fit out, a plaster bin will
be provided by subcontractors to remove plasterboard waste. Subcontractors are to provide their own
smaller bins (or 120/240L wheelie bins) to transport waste to qldBUILT’s bins.
Food waste bins will be placed at each lunchroom, as well as a central 2m3 bin. The food waste bin will be
located at both amenities areas with lids to hold food waste.
4.8 Temporary Infrastructure
qldBUILT has ascertained that there is sufficient water and power available to service the requirements
of the site during construction.
4.8.1 Temporary Hydraulics
Temporary hydraulics including cold water, hot water, sewer and drainage will be provided where
required to:
Site toilets, hot water boilers
First aid and lunch amenities
Site office amenities and kitchens
Bubblers
Wash-outs as required
A separate temporary plumbing application will be made to Council in due course.
4.8.2 Construction Power
Temporary electrical services including power, lighting, and data will be provided where required to:
Temporary lighting to work zones and emergency egress exit lighting
Temporary power boards on site
Power for site amenities
4.8.3 Fire Control Measures
Temporary fire control measures consist of:
Hot work permits will be used onsite
Good housekeeping will ensure fire risks are reduced
Fire drills included as part of emergency procedures
Emergency Management Plan
Management of Hazardous chemicals
Fire extinguishers on site
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Construction Management Plan 5.0 Risk Management 5.1 WHS Management Plan A Workplace Health & Safety Management Plan will be developed to plan and control the construction operations, and to ensure that wellbeing of all personnel, including workers and members of the public, is maintained, and that environmental considerations are taken into account. Health & Safety aspects that will be covered, in line with the principles of ISO 45001, include but are not limited to, electrical, fire, manual handling, hazardous substances and dangerous goods. Environmental aspects that will be covered, in line with the principles of ISO 14001, include but are not limited to, stormwater, noise, dust control, hazardous materials, contaminated soil and waste management. NOTE: where it is determined that subcontractors have the potential to impact negatively on the environment, they will be required to develop and submit a project-specific Environmental Management Plan of their own. For further information regarding any of the processes dealing with Health, Safety or Environment related matters, refer directly to the project specific HSE Management Plan. 5.2 Emergency Plan In the case of an emergency, qldBUILT have implemented both an Emergency Response Plan and an Emergency Contacts List. A project-specific Emergency Management Plan has been developed outlining the procedures to be followed in the event of an emergency. Evacuation Plans, with emergency contact details, will be posted in relevant locations around the site. 6.0 Adjoining & Neighbouring Owners Management 6.1 Communication Prior to commencement of works, qldBUILT Construction will notify adjacent property owners advising them of the proposed development and construction duration. It is essential that stakeholders are aware of current and future activities of the project and how these could impact them, the duration, what mitigation / contingency measures will be provided by qldBUILT. Points of contact between qldBUILT’s project team and stakeholders will be agreed for various scenarios, with stakeholders provided with 24-hour contact numbers. 6.2 Services Interruptions and Impairment Prior to any Authority Services being impaired to adjoining properties a Disruption Shutdown Application (DSA) will be made. This process will be implemented on the project to provide advance agreement for specific work activities to be carried out. DSA’s will typically be made a number of weeks in advance of proposed work and in line with the agreed project notification durations. Depending on the risk profile of the proposed work, the agreed notification durations may be required months in advance. Document: CMP01 Construction Management Plan [Version 2.0] Scheduled Review Date: 30/10/2024 Page 12 of 18 qldBUILT Pty Ltd | Uncontrolled when printed Date Reviewed: Xx/xx/xx
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6.3 Emergency Contact
The initial point of contact for the Project for complaints will be the Project Manager and the Site Manager.
Project Manager: Dominic Tyacke – 0410 332 167
Site Manager: Lance Holland – 0432 028 810
As other key personnel commence onsite, further names and contact numbers will be issued and
displayed prominently on sign boards.
7.0 Environment Management
On commencement of site mobilization, all subcontractors will be inducted into qldBUILT’s Environmental
Management Plan, and all subcontractors will have had their plans audited and approved. qldBUILT
Construction’s Environmental Management Plan and the underlying environmental principles that it reflects, has
provided the guidelines to successfully undertake extensive projects in the local Council Region.
7.1 Occupational Health & Safety
qldBUILT will be the nominated “Principal Contractor” as required under the WHS Act 2011. This role will
require the careful and controlled management of worker and public safety. Detailed methodologies are yet to
be developed, however typical approaches include job training, toolbox talks, and implementation of emergency
management plans, safe work method statements, weekly OH & S meetings and audits to confirm compliance.
qldBUILT will be required to report on OH&S on a regular basis.
7.2 Site Remediation and Hazardous Materials
Consultant survey works have already been carried out to establish existing site conditions and to identify any
remediation works that may be required. These procedures and principles will be consistent for expected and
unexpected hazardous materials. They are outlined below:
Notify client and project stakeholders
Develop a Remediation Management Plan
Advise the client of efficient solutions according to industry best practice standards
Agree strategy and commence documentation of DSA (Disruption Shutdown Applications)
Communicate DSA to all stakeholders
Validation of Remediation Action Plan upon completion of hazardous material removal.
Hazardous substances supplied to the project will be approved for use and accompanied by a current Safety
Data Sheet (SDS). All hazardous substances will be registered, correctly stored, decanted, used and disposed in
accordance with the SDS and regulatory requirements. Employees will be trained in the Safe Work Method
Statement (SWMS) based on the SDS and provided with the appropriate Personal Protective Equipment (PPE).
7.3 Site Discharge
Any discharges from the site will be strictly controlled in accordance with the Draft Erosion and Sediment
Control Plan. qldBUILT has within its standard procedures, the requirement of spill kits for hazardous materials
also including environmental audits that review the usage and storage of hazardous materials onsite.
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7.4 Dewatering
Dewatering will in accordance with the CEMP and Erosion and Sediment Control Plan, if necessary.
7.5 Noise and Vibration Management
Particular care will need to be taken during the construction of each phase of the project to control noise and
vibration. Work methodologies and plant selection for excavation will be reviewed to determine the most
practical and program-effective solutions for these works. This active approach will mitigate the potential for
human discomfort and noise and vibration disruptions to surrounding key stakeholders.
Prior to the commencement of any works onsite a noise and vibration management plan may be developed by
qldBUILT in consultation with the Stakeholders to develop strategies for the mitigation of noise and vibration
generated by the works.
In order to help meet the noise and vibration requirements of the site, baseline testing may be carried out and
existing operational levels identified. Early identification of baseline levels will enable subcontractor
methodologies to be specifically tailored to ensure the benchmarks are not exceeded.
Vibration and noise generating activities will be coordinated and undertaken in consultation with the appropriate
parties and carried out during the subsequent agreed periods.
Work methodologies and plant selection will be reviewed to mitigate the potential for noise and vibration from
the new works being loaded onto the surrounding structure.
Work practices that minimize noise and vibration will be used wherever possible. These include but are not
limited to the following:
Flexible working hours avoiding noisy work during peak business operation times
Plant and equipment selection to reduce noise where possible
Plant and equipment fitted with silencers where possible
Diligent housekeeping to minimize the generation of dust
Methodology development aimed at finding alternatives capable of reducing noise and vibration where
possible
Location of major plant such as cranes away from noise and vibration sensitive areas where possible.
The following items outline some of qldBUILT’s key control measures that may be applied during the
construction phase to assist with noise reduction:
Plant known to emit noise strongly in one direction would, where possible, be orientated so that noise
is directed away from noise sensitive areas.
Machines fitted with engine covers would be kept closed when not operating.
The height materials are placed either into or out of trucks would be limited where possible.
Stationary and mobile equipment including offsite vehicles would be maintained regularly.
Operation would be limited to occur within the approved hours.
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Continuous training through inductions and ongoing meetings would be provided for operators,
labourers, subcontractors and supervisors, to keep minimal noise impacts on local residents and
businesses top of mind.
Notifications of particularly noisy works would be undertaken prior to any planned works commencing.
This would include either personal or community meetings with adjoining properties owners and/or
tenants, this process will be undertaken in particular prior to Demolition and Excavation phase of the
project.
Regular servicing of equipment, or when an individual plant item is identified as being particularly
noisy, would be conducted.
A construction noise monitoring plan for the construction period prior to commencing works would be
designed and implemented.
All complaints in relation to noise would be monitored and recorded.
An onsite person would be identified as the contact point in the event of noise complaints with contact
details provided within the Construction Management Plan.
7.6 Monitoring
qldBUILT Construction may engage an independent acoustic / vibration consultant to install and monitor noise
and vibration logging equipment at suitable locations if necessary.
Document: CMP01 Construction Management Plan [Version 2.0] Scheduled Review Date: 30/10/2024
Page 15 of 18 qldBUILT Pty Ltd | Uncontrolled when printed Date Reviewed: Xx/xx/xx
Page 17
Construction Management Plan Appendix 1 – Draft Traffic Management Strategy (TMP / TGS) Document: CMP01 Construction Management Plan [Version 2.0] Scheduled Review Date: 30/10/2024 Page 16 of 18 qldBUILT Pty Ltd | Uncontrolled when printed Date Reviewed: Xx/xx/xx
Page 18
TRAFFIC GUIDANCE SCHEME/S (TGS)
GENERAL INFORMATION, NOTES, RISK ASSESSMENT
AND TRAFFIC MANAGEMENT CONSIDERATIONS
PREPARED FOR TRAFFIC MANAGEMENT & PLANNING
BY
LOCATION OVERVIEW MAP
PROJECT DETAILS
CLIENT: qldBUILT PROJECT DESCRIPTION: RESIDENTIAL DEVELOPMENT
CLIENT CONTACT: DOMINIC TYACKE WORKS LOCATION: HEADLAND DR - NOOSAVILLE
POSITION: PROJECT MANAGER NEAREST SIDE STREETS: EUMUNDI NOOSA RD
CLIENT CONTACT PHONE: 0410 332 167 ROAD CONFIGURATION: TWO WAY - DIVIDED
SITE CONTACT: LANCE HOLLAND ORIGINAL POSTED SPEED: 60Km/H & 50Km/H
SITE CONTACT PHONE: 0432 028 810 WORKSITE SPEED: 40Km/H
NOMINATED TRAFFIC CONTROL CO: TBA PROPOSED START DATE: FROM APRIL 2024
NOMINATED TRAFFIC OFFICER: TBA DURATION OF WORKS UP TO 14 MONTHS
N.T.O CONTACT PHONE: TBA TGS DIAGRAMS COVERED: QLD-EUMU-TGS1,1A,2,2A,3,3A,4,4A,5,6,7,
7A,8,9 & 9A
TGS DIAGRAM/S DESIGN DETAILS
REVISIONS ORIGINAL: 13/02/2024 BUSINESS NAME: TRAFFIC MANAGEMENT & PLANNING
1 19/02/2024 ABN: 15 754 867 793
2 Contact mob #: 0421 598 814
3 E-mail: [email protected]
4 TRAFFIC MANAGEMENT DESIGNER: KYLE HALLIDAY - TMD# OP-1503
5 REVIEWED BY: GUY HALLIDAY - TMD# OP-259
DESIGNED IN ACCORDANCE WITH: AGTTM, QGTTM & AS1742.3
1
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GENERAL INFORMATION
TGS OVERVIEW
The objective of this document is to provide the client, subcontractors and Traffic
Management personnel carrying out works at this location with a specified arrangement for • Defining and protecting the work area
the signing and delineation of construction and maintenance works which will promote the The travelled path on the approaches and past the work area shall be delineated
safety of both workers and the public at the work site. 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
This Traffic Guidance Scheme has been developed based on the brief of information atmospheric conditions, day or night as applicable.
provided by the client, as well as a risk assessment of the location and its observed and/or
interpreted risks and associated hazards. The TGS diagram/s detail the traffic control signs, • Risk management
devices and control measures to be applied at the relevant work sites in order to warn Risk management entails the identification and analysis of all safety risks likely to arise
traffic and guide it through, past or around the work area. during works on road including the setting up, operating, changing and ultimate
dismantling of a Traffic Guidance Scheme, followed by the determination of appropriate
The purpose of this Traffic Guidance Scheme is to ensure the safety of all workers within the measures to mitigate those risks. The process is appropriate at all levels of planning and
work site, as well as the general public. operation. In each case the process should be carried out by first identifying all the
hazards likely to arise, evaluating them in terms of likelihood of occurrence and adverse
GENERAL TRAFFIC MANAGEMENT PRINCIPLES consequences using historical data, experience or other means. The proposed procedural
• A TMR certified Traffic Management Implementation (TMI) Officer must implement (or statement or Traffic Guidance Scheme should then be checked in detail to ensure that
directly supervise the implementation of) the TGS. Approval for erection or removal of adequate means of controlling or reducing those risks found to be significant, are in
regulatory traffic control devices shall be obtained from the Department of Transport and place.
Main Roads or appropriate road authorities before implementing this Traffic Guidance
Scheme. • Traffic Controllers
The regulation provides that the function of a traffic controller is to direct traffic in a
• Risk management - Risk management entails the identification and analysis of all safety way stated in the AGTTM - 7 and the TCASAP.
risks likely to arise during works on road including the setting up, operating, changing and
ultimate dismantling of a Traffic Guidance Scheme, followed by the determination of Traffic controllers shall be relieved from their duty after not more than 2 hours for a
appropriate measures to mitigate those risks. The process is appropriate at all levels of period of rest or “other duties” of at least 15 minutes. [NOTE: “Other duties” does
planning and operation. In each case the process should be carried out by first identifying not include operation of a STOP/SLOW bat to control traffic or any duties involving
all the hazards likely to arise, evaluating them in terms of likelihood of occurrence and standing in one position or controlling traffic with a traffic control device].
adverse consequences using historical data, experience or other means. The proposed
Traffic Guidance Scheme should then be checked in detail to ensure that adequate Approach speeds to locations where Traffic Controllers are operating shall be
means of controlling or reducing those risks found to be significant, are in place. controlled to 60 km/h or less by means of appropriate devices and advance signs
including a temporary speed zone.
• Positioning of Signs and Devices AGTTM – Part 6 – Section 6.5
Signs and devices should be positioned and erected so that: Traffic controllers must ensure that they have a clear escape path to a non-traffic
a) they are properly displayed and securely mounted. (closed) section of the roadway, shoulder, footpath or median. Traffic controllers
b) they are within the line of sight of the intended road user. must stand facing the traffic but just outside the projected travel path. A traffic
c) they cannot be obscured from view (for example, by vegetation or parked cars). controller must ensure that they are not partially hidden by signs and/or devices
d) they do not obscure other devices from the line of sight of the intended road and they do not obstruct a driver's view of such signs and/or devices. Traffic
user. controllers shall also be provided, if necessary, to control the movement of plant
e) they do not become a possible hazard to workers, pedestrians, or vehicles. and / or pedestrians through, past or within the trafficable area.
f) they do not deflect traffic into an undesirable path.
g) they do not restrict sight distance for drivers entering from side roads or streets, The Traffic Controller Ahead / PREPARE TO STOP signs shall be used to give
or private driveways. advance warning where traffic may be required to stop in compliance with the
h) they are not installed using supports that could be a hazard if struck by a vehicle. directions of a Traffic Controller. Traffic Controller Ahead / Prepare to Stop signs should be
placed as outlined in AGTTM – 3 – Clause 4.8. These signs shall not be displayed when the
• End of Queue – Primary prepare to Stop signs AGTTM – Part 3 – Section 4.8 Traffic Controller is not actually in attendance controlling traffic.
End of Queue calculations are conducted to ensure that pre-warning signage may be
placed in advance of the expected end of queue position once traffic is held by traffic
controllers. The calculations are based on traffic volumes and hold times. • Signs warning of works personnel
The “primary Prepare To Stop” sign shall be placed a minimum distance as shown in The Workers (symbolic) sign is used to give warning of personnel engaged in
Table 2.3 of the AGTTM – Part 3 works on or adjacent to the travelled path. As this sign is used to warn of the
presence of personnel, it shall only be displayed when they are actually working,
• Installation Process – AGTTM – Part 6 – Section 6.3 or are visible to traffic, or both, and shall be removed or covered when workers
The general procedure for setting up a site is to: have left the work area or are no longer visible to traffic.
1. locate the work area using GPS, landmarks, side streets, chainage
2. install devices as outlined in the TGS for side streets first
3. install devices as outlined in the TGS for the non-working lane (un-affected direction) • Provision for pedestrians and bicycles - AGTTM – Part 3 – Section 3.10
4. install devices as outlined in the TGS for the working lane (affected direction) to complete Where pedestrians, including school children and people with disabilities or visual
installation impairment, have to move through, past or around a work site or to cross the road
5. conduct a drive through inspection after all devices are in place and before work within a work site, they shall be provided with and directed to suitably constructed
commences and protected temporary footpaths and crossing points, or formal pedestrian
crossings, or refuges if warranted. Pedestrian and bicycle paths should, where
All sign spacings and taper lengths will be noted on the TGS and should be in accordance practicable, be provided on the same scale and to the same width as any facilities
with AGTTM Part 3. for pedestrian or bicycle traffic that were existing prior to the works.
In addition to providing adequate traffic control and guidance at a static work site
the safety of road users will be enhanced by ensuring that the work site is
managed in such a way as to cause the minimum amount of inconvenience to
traffic movement. Works should be arranged to minimise -
(i) disruption of established traffic movements and patterns;
(ii) interference with traffic at peak movement periods;
(iii) interference with public transport services; and
(iv) the amount of road closed to traffic at any one time.
Delineating devices (e.g. traffic cones, bollards, post mounted delineators) should
generally be placed 1 m clear of the travelled path where practicable. However,
traffic cones and bollards may also be used to define the edge of the travelled path
2
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THROUGH, PAST, AROUND ANALYSIS
Traffic Guidance Scheme and Traffic Management Options Analysis
Option Description Traffic control Control Features TGS Reference
method Measure
Around Vehicles Detoured Full Elimination/ Full width of road closed. Detour available with minimum delay NOT
Work around existing Closure/Detour Substitution
SELECTED
Zone roadway/ Side-tracked
Past Vehicles past Part Road Isolation / Remaining lane width of 3.0m per lane can be maintained on SELECTED
Work delineated work zone Closure / Engineering / low speed residential roads QLD-EUMU-TGS8
Zone Lateral Shift Administrative
Shoulder / Bus Isolation / Remaining width of 3.0m with 0.5m edge clearance shall be SELECTED
Lane / Parking Engineering / maintained to allow for passage of traffic past work area QLD-EUMU-
Lane Closure Administrative TGS2,2A,3,3A,4,4
A,9,9A
Contra - Flow Isolation / Where a multi-lane divided road can be utilised to run NOT
Engineering / opposing lanes of traffic on one side. Remaining lane width of
SELECTED
Administrative 3.0m per lane can be maintained.
Lane / Turning Isolation / Remaining lane width of 3.0m can be maintained on low speed NOT
Lane Closure Engineering / residential roads, or 3.5m on higher speed roads.
SELECTED
Administrative
Single Lane Isolation/ Where two – way traffic cannot be maintained as per above on NOT
reversible Flow Engineering/ two-way road. Remaining width of 3.0m with 0.5m edge
SELECTED
Administrative 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 one or NOT
closure / work Engineering/ both directions briefly to allow for work vehicle ingress / egress
SELECTED
vehicle access Administrative
Through Vehicles through Temporary road Isolation / Hold and Release all traffic when safe to do so. SELECTED
Work Work Zone closure/ Hold Engineering / QLD-EUMU-
Zone and Release Administrative TGS5&6
Local Traffic Isolation / Locations where road features restrict implementation of NOT
Access Engineering / above options
SELECTED
Administrative
Short Works on Road – Warning Isolation / Minimal plant & equipment – time and traffic volume NOT
term / Within Traffic Lane signage and / or Engineering / constraints.
SELECTED
Low shadow vehicle Administrative May be frequently changing work area
impact May require Able to move quickly onto or off roadway
specialist veh. Risk assessment every time
Works Outside of Warning Isolation / Clear of traffic lane/s NOT
Traffic Lane signage and / or Engineering /
SELECTED
shadow vehicle Administrative
Warning Pre-warning signage N/A Signage AS1742.3 approved and custom signage as required placed as a SELECTED
Signage only warning to both vehicles and pedestrians QLD-EUMU-
TGS1,1A,7 & 7A
Pedestrian Management
Option Description TGS Reference
Around Work Zone Pedestrians diverted around work area (usually to footpath on other side of road) utilising existing crossing and/ SELECTED
or driveway QLD-EUMU-
TGS2,2A,9,9A
Past Work Zone Minimum 1.0m footway maintained past work area (on the verge or on the roadway) with appropriate NOT SELECTED
delineation and protections in accordance with the AGTTM
Through Work Zone Minimum 1.0m footway maintained through the work zone such that pedestrians are safely managed either NOT SELECTED
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.
3
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS1
S
RESIDENTIAL DEVELOPMENT SITE ENTRY TRUCK WARNING SIGNS
E
TRUCKS MUST TURN AT ROUNDABOUT
TO ENTER SITE LEFT IN, LEFT OUT
STA
RBO
D
OSA R
ARD
N DI NO
EUMU
AVE
90m
CON TCH FO S
PED
WA TRIAN
TRA CTION
STR
ES
FFIC
U
CONSTRUCTION
PEDESTRIANS
R
WATCH FOR
TRAFFIC
LEGEND
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= SITE FENCING TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
= EXISTING FOOTPATH 2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). LONG TERM SIGNS MOUNTED ON POSTS SHOULD BE ERECTED A MINIMUM OF 2.2m ABOVE KERB OR FOOTPATH TO THE BOTTOM IF THE SIGN.
= SITE ENTRY
WHERE NEITHER PEDESTRIANS NOR PARKED VEHICLES HAVE TO BE CONSIDERED A MOUNTING HEIGHT OF 1.5m MAY BE MORE APPROPRIATE
5). THE TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED.
6). ALL CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARD DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP
= TRUCK APPROACH PATH AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
7). TRUCKS TO HEAD NORTH TO THE ROUNDABOUT TO TURN AROUND AND ENTER SITE TURNING LEFT. NO RIGHT TURN IS PERMITTED ACROSS EUMUNDI NOOSA RD.
= TRUCK EGRESS PATH 8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS1 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: FROM APRIL 2024
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: N/A DURATION OF THIS PHASE: UP TO 14 MONTHS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: 07001800 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE ADVISORY WORKSITE SPEED LIMIT: UNCHANGED
PRINT TO A3 NOT TO SCALE CONTROL METHOD: WARNING & REGULATORY SIGNS ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS1A
S
RESIDENTIAL DEVELOPMENT SITE ENTRY TRUCK WARNING SIGNS
E
TRUCKS MUST TURN AT ROUNDABOUT
TO ENTER SITE LEFT IN, LEFT OUT
STA
RBO
D
OSA R
ARD
N DI NO
EUMU
AVE
90m
CON TCH FO S
PED
WA TRIAN
TRA CTION
STR
ES
FFIC
U
CONSTRUCTION
PEDESTRIANS
R
WATCH FOR
TRAFFIC
LEGEND
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
TGS NOTES
= SITE FENCING 1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
= EXISTING FOOTPATH 3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). LONG TERM SIGNS MOUNTED ON POSTS SHOULD BE ERECTED A MINIMUM OF 2.2m ABOVE KERB OR FOOTPATH TO THE BOTTOM IF THE SIGN.
WHERE NEITHER PEDESTRIANS NOR PARKED VEHICLES HAVE TO BE CONSIDERED A MOUNTING HEIGHT OF 1.5m MAY BE MORE APPROPRIATE
= SITE ENTRY
5). THE TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED.
6). ALL CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARD DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP
AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
= SIGN COVER 7). TRUCKS TO HEAD NORTH TO THE ROUNDABOUT TO TURN AROUND AND ENTER SITE TURNING LEFT. NO RIGHT TURN IS PERMITTED ACROSS EUMUNDI NOOSA RD.
8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS1A CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: FROM APRIL 2024
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: N/A DURATION OF THIS PHASE: UP TO 14 MONTHS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: OUTSIDE WORKING HOURS Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE ADVISORY WORKSITE SPEED LIMIT: UNCHANGED
PRINT TO A3 NOT TO SCALE CONTROL METHOD: WARNING & REGULATORY SIGNS ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS2
S
RESIDENTIAL DEVELOPMENT FOOTPATH CONSTRUCTION PEDESTRIAN DIVERSION
E
LEGEND
INSET DIAGRAM
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= EXISTING FOOTPATH
PEDESTRIANS
FOOTPATH
OTHER
PEDESTRIANS BACK
USE
= WORK AREA
ONTO VERGE
FOOTPATH
CLOSED
= 700mm CONES / BOLLARDS
FOOTPATH
= BARRIERS CLOSED
HE
AD
= PEDESTRIAN DIVERSION
LA
N
= TEMPORARY HAZARD MARKER
D
DR
= BOLLARDS WITH FLAGGING
CLOSE DELINEATION
= PEDESTRIAN BARRIER MESH
PEDESTRIANS BACK
ONTO VERGE
STA
RBO
SHARE
REDUCE SPEED
ROAD CLOSED
THE
ARD
D
EN D
A
50
RO RK
LANE
BIKE
AVE
LY
WO FE
SA
IVE
DR
DRIVE SA
WORK
ROAD
END
RE
FELY
40
END
45m
DU
CE
40 D
HA
DAE W
SP
KRO R
EE
END DAO
D
ROA K
WOR
Y
FEL
E SA
DRIV
15m D
AR
REDUCE
65m OS
NO
DI
ROAD
WORK
AHEAD
N
SPEED
MU
EU
TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). CLOSE DELINEATION SHOULD BE USED AT THE CORNER OF HEADLAND DR AND EUMUNDI NOOSA RD TO PROVIDE SEPERATION FOR PEDESTRIANS.
7). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS2 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 2 WEEKS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: HEADLAND DR HOURS OF OPERATION: 07001800 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: PEDESTRIAN DIVERSION ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS2A
S
RESIDENTIAL DEVELOPMENT FOOTPATH CONSTRUCTION PEDESTRIAN DIVERSION AFTERCARE
E
LEGEND
INSET DIAGRAM
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= EXISTING FOOTPATH
PEDESTRIANS
FOOTPATH
OTHER
PEDESTRIANS BACK
USE
= WORK AREA
ONTO VERGE
FOOTPATH
CLOSED
= 700mm CONES / BOLLARDS
FOOTPATH
CLOSED
= PEDESTRIAN DIVERSION
HE
AD
= TEMPORARY HAZARD MARKER
LA
N
D
= BOLLARDS WITH FLAGGING
DR
= PEDESTRIAN BARRIER MESH
CLOSE DELINEATION
PEDESTRIANS BACK
ONTO VERGE
STA
RBO
SHARE
REDUCE SPEED
ROAD CLOSED
THE
ARD
D
EN D
A
50
RO RK
LANE
BIKE
AVE
LY
WO FE
SA
IVE
DR
DRIVE SA
WORK
ROAD
END
RE
FELY
60
45m
DU
CE
40 D
HA
DAE W
SP
KRO R
EE
END DAO
D
ROA K
WOR
Y
FEL
E SA
DRIV
15m D
AR
REDUCE
65m OS
NO
DI
ROAD
WORK
AHEAD
N
SPEED
MU
EU
TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). CLOSE DELINEATION SHOULD BE USED AT THE CORNER OF HEADLAND DR AND EUMUNDI NOOSA RD TO PROVIDE SEPERATION FOR PEDESTRIANS.
7). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS2A CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 2 WEEKS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: HEADLAND DR HOURS OF OPERATION: OUTSIDE WORKING HOURS Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: PEDESTRIAN DIVERSION ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS3
S
RESIDENTIAL DEVELOPMENT CROSSOVER CONSTRUCTION SHOULDER CLOSURE
E
LEGEND
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= EXISTING FOOTPATH
= WORK AREA
= 700mm CONES / BOLLARDS
= TEMPORARY HAZARD MARKER
= PEDESTRIAN BARRIER MESH
= CONCRETE AGITATOR
SHARE
REDUCE SPEED
ROAD CLOSED
THE LANE
BIKE
STA
RBO
HA
ARD
DAE W
KRO R
DRIV
DAO
WOR
ROA
RE
END
AVE
45m
E SA
END
DU
K
D
D
ROA K
CE
WOR
40
FELY
60
SP
FEL
Y 15m
EE
E SA
DRIV
D
BUFFER
15m
15m
45m
RD
REDUCE
SA
N OO
DI
ROAD
WORK
AHEAD
N
SPEED
MU
EU
TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS3 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 2 WEEKS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: 07001800 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: SHOULDER CLOSURE ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS3A
S
RESIDENTIAL DEVELOPMENT CROSSOVER CONSTRUCTION SHOULDER CLOSURE
E
LEGEND
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= EXISTING FOOTPATH
= WORK AREA
= 700mm CONES / BOLLARDS
= TEMPORARY HAZARD MARKER
= PEDESTRIAN BARRIER MESH
= SIGN COVER
SHARE
REDUCE SPEED
ROAD CLOSED
THE LANE
BIKE
STA
RBO
HA
ARD
DAE W
KRO R
DRIV
DAO
WOR
ROA
RE
END
AVE
45m
E SA
END
DU
K
D
D
ROA K
CE
WOR
40
FELY
60
SP
FEL
Y 15m
EE
E SA
DRIV
D
BUFFER
DELINEATION TO BE MOVED
15m
15m OUT OF BIKE LANE
45m
RD
REDUCE
SA
N OO
DI
ROAD
WORK
AHEAD
N
SPEED
MU
EU
TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS3A CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 2 WEEKS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: OUTSIDE WORKING HOURS Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: SHOULDER CLOSURE ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS4
S
RESIDENTIAL DEVELOPMENT CENTRE MEDIAN CONSTRUCTION
E
LEGEND
= SIGNAGE PLACEMENT
= WORK AREA
= 700mm CONES / BOLLARDS
= TEMPORARY HAZARD MARKER
= CONCRETE AGITATOR
3.5m LANE WIDTH TO BE MAINTAINED
BUFFER
20m
WA
TCH
FOR
RED
DRIVE SAFELY
WORK
ROAD
END
SH HE
UC
AR
T AD
RO
ES
E
ST
PEE
60
15m
AR
D
BO
RE
AR
DU
30m 22.5m
DA
C
40 D
E
22.5m
SP
VE
EE
SHARE
REDUCE SPEED
ROAD
45m
THE
REDUCE SPEED
40
WATCH FOR
60 Y
REDUCE SPEED
AHEAD
WORK
L
ROAD
FE
3.5m LANE WIDTH TO BE MAINTAINED
SA
45m
E
RE
IV
RO RK
DU
DR
RO ORK
EN AD
W EAD
WO
CE
AH
D
AD
RD
SP
A
EE
OS
D
NO
DI
UN
M
EU
TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). 3m MIN LANE WIDTH REQUIRED FOR ALL OPEN TRAFFIC LANES AT ALL TIMES. WHERE A LANE IS DELINEATED USING CONES / BOLLARDS,
THERE SHALL ALSO BE A CLEARANCE OF 0.5m TO THE DELINEATING DEVICES.
7). WORK TO BE CONDUCTED AFTER 9AM AND BEFORE 2PM TO REDUCE IMPACT TO TRAFFIC DURING PEAK TIMES.
8). WORK VEHICLES TO ENTER FORWARDS AND LEAVE FORWARDS THROUGH DELINEATION.
9). WORK AREA APPROX. 3.5m WIDTH ALLOWING TO 3.5m LANE WIDTHS FROM DELIEANTION.
10). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS4 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 1 WEEK Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: 09001400 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: SHOULDER CLOSURE ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
N TGS DIAGRAM #
QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS5
S
RESIDENTIAL DEVELOPMENT TRUCKS REVERSING HOLD & RELEASE
E
STAR
BOAR
D AV
E
TC
DR
IVE
A
S
DAEH
AF
KROW 90m
WO AD
EL
DAOR
RO D
Y
EN
RK
END 15m
DO N
ROAD
WORK
OT O
PREP
DRIVE SAFELY
VERTA
STOP
TO
ARE
REDUCE SPEED
20m
EK
AHEAD
WORK
ROAD
45m
D
SA R
DI NOO
EUMUN
LEGEND
= SHORT TERM SIGNAGE PLACEMENT
= DEVELOPMENT AREA TGS NOTES
THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
= SPOTTER 2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABLE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
TC
= TRAFFIC CONTROLLER 5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). TRAFFIC CONTROLLER AHEAD / PREPARE TO STOP (TCA/PTS) SIGN MUST BE PLACED AT LEAST 90m IN ADVANCE OF CONTROL POINT.
= TRUCK REVERSE PATH 7). TCA / PTS SIGNS SHALL NOT BE DISPLAYED WHEN THE TRAFFIC CONTROLLER IS NOT ACTUALLY IN ATTENDANCE CONTROLLING TRAFFIC.
8). SPOTTER TO ASSIST WITH PEDESTRIAN MANAGEMENT WHILST TRUCKS REVERSE INTO SITE
= DELIVERY VEHICLE 9). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS5 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 13/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 1 DAY PERIODIC Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: 09001400 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS SHORT TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: HOLD & RELEASE ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS6
S RESIDENTIAL DEVELOPMENT TRUCKS REVERSING HOLD & RELEASE
TGS NOTES
THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABLE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). TRAFFIC CONTROLLER AHEAD / PREPARE TO STOP (TCA/PTS) SIGN MUST BE PLACED AT LEAST 70m IN ADVANCE OF CONTROL POINT.
7). TCA / PTS SIGNS SHALL NOT BE DISPLAYED WHEN THE TRAFFIC CONTROLLER IS NOT ACTUALLY IN ATTENDANCE CONTROLLING TRAFFIC.
8). SPOTTER TO ASSIST WITH PEDESTRIAN MANAGEMENT WHILST TRUCKS REVERSE INTO SITE
9). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
DA
KR EHA
DA OW
STARBOARD AVE
OR
45m
PO
TS
ER OT
AP
RD
ER
P
A
OS
DRIVE SAFELY
NO
SUPPLEMENTARY SIGN
DI
WORK
DO NOT OVERTAKE
ROAD
N
END
MU
EU
PREPARE
STOP
TO
20m TC
50m
70m 15m
HEADLAND DR TC
PREPARE
DO NOT OVERTAKE
20m
STOP
REDUCE SPEED
AHEAD
TO
WORK
ROAD
PREPARE
WORK
DRIVE SAFELY
ROAD
END
YL TO
E
FA STOP
KR S
DA OW EV
DN OR IR
D
E
RO
W AD YLEFAS EVIRD
AH ORK
EA KROW
D
DAOR
DNE
L
LP
RA
LEGEND
MI
= SHORT TERM SIGNAGE PLACEMENT
AD
= DEVELOPMENT AREA
= SPOTTER
TC
= TRAFFIC CONTROLLER
= TRUCK REVERSE PATH
= DELIVERY VEHICLE
TGS DETAILS: TGS# QLDEUMUTGS6 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 13/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: HEADLAND DR PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: EUMUNDI NOOSA RD DURATION OF THIS PHASE: UP TO 1 DAY PERIODIC Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: ADMIRAL PL HOURS OF OPERATION: 09001400 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 50Km/H TERM OF WORKS SHORT TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: HOLD & RELEASE ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS7
S RESIDENTIAL DEVELOPMENT SITE ENTRY TRUCK WARNING SIGNS
CONSTRUCTION
PEDESTRIANS
CONSTRUCTION
WATCH FOR
PEDESTRIANS
TRAFFIC
WATCH FOR
TRAFFIC
TRUCKS MUST TURN AT ROUNDABOUT
LEGEND TO ENTER SITE LEFT IN, LEFT OUT
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
= SITE FENCING TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
= EXISTING FOOTPATH 2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). LONG TERM SIGNS MOUNTED ON POSTS SHOULD BE ERECTED A MINIMUM OF 2.2m ABOVE KERB OR FOOTPATH TO THE BOTTOM IF THE SIGN.
= SITE ENTRY
WHERE NEITHER PEDESTRIANS NOR PARKED VEHICLES HAVE TO BE CONSIDERED A MOUNTING HEIGHT OF 1.5m MAY BE MORE APPROPRIATE
5). THE TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED.
6). ALL CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARD DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP
= TRUCK APPROACH PATH AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
7). TRUCKS TO HEAD NORTH TO THE ROUNDABOUT TO TURN AROUND AND ENTER SITE TURNING LEFT. NO RIGHT TURN IS PERMITTED ACROSS EUMUNDI NOOSA RD.
= TRUCK EGRESS PATH 8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS7 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: FROM APRIL 2024
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: HEADLAND DR PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: N/A DURATION OF THIS PHASE: UP TO 14 MONTHS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: 07001800 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 50Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE ADVISORY WORKSITE SPEED LIMIT: UNCHANGED
PRINT TO A3 NOT TO SCALE CONTROL METHOD: WARNING & REGULATORY SIGNS ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS7A
S RESIDENTIAL DEVELOPMENT SITE ENTRY TRUCK WARNING SIGNS AFTERCARE
CONSTRUCTION
PEDESTRIANS
CONSTRUCTION
WATCH FOR
PEDESTRIANS
TRAFFIC
WATCH FOR
TRAFFIC
LEGEND
= SIGNAGE PLACEMENT
= DEVELOPMENT AREA
TGS NOTES
= SITE FENCING 1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
= EXISTING FOOTPATH 3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). LONG TERM SIGNS MOUNTED ON POSTS SHOULD BE ERECTED A MINIMUM OF 2.2m ABOVE KERB OR FOOTPATH TO THE BOTTOM IF THE SIGN.
WHERE NEITHER PEDESTRIANS NOR PARKED VEHICLES HAVE TO BE CONSIDERED A MOUNTING HEIGHT OF 1.5m MAY BE MORE APPROPRIATE
= SITE ENTRY
5). THE TRUCKS SIGNS SHOULD ONLY BE DISPLAYED WHEN THE NEED EXISTS AND SHOULD BE COVERED WHEN TRUCK ACTIVITY HAS CEASED.
6). ALL CONSTRUCTION VEHICLES MUST ENTER AND LEAVE SITE IN A FORWARD DIRECTION. WORK VEHICLES ARE NOT PERMITTED TO STOP
AND/OR REVERSE ON PUBLIC ROADS WITHOUT TRAFFIC CONTROL.
= SIGN COVER 7). TRUCKS TO HEAD NORTH TO THE ROUNDABOUT TO TURN AROUND AND ENTER SITE TURNING LEFT. NO RIGHT TURN IS PERMITTED ACROSS EUMUNDI NOOSA RD.
8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
TGS DETAILS: TGS# QLDEUMUTGS7A CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: FROM APRIL 2024
REVISIONS
00 12/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: HEADLAND DR PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: N/A DURATION OF THIS PHASE: UP TO 14 MONTHS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: N/A HOURS OF OPERATION: OUTSIDE WORKING HOURS Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 50Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE ADVISORY WORKSITE SPEED LIMIT: UNCHANGED
PRINT TO A3 NOT TO SCALE CONTROL METHOD: WARNING & REGULATORY SIGNS ROAD TYPE: TWO WAY
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TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS8
S RESIDENTIAL DEVELOPMENT CENTRE MEDIAN CONSTRUCTION HOLD & RELEASE
LEGEND TGS NOTES
= SHORT TERM SIGNAGE PLACEMENT THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
= DEVELOPMENT AREA 3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABLE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
= 700mm CONES / BOLLARDS
6). TRAFFIC CONTROLLER AHEAD / PREPARE TO STOP (TCA/PTS) SIGN MUST BE PLACED AT LEAST 70m IN ADVANCE OF CONTROL POINT.
7). TCA / PTS SIGNS SHALL NOT BE DISPLAYED WHEN THE TRAFFIC CONTROLLER IS NOT ACTUALLY IN ATTENDANCE CONTROLLING TRAFFIC.
TC
= TRAFFIC CONTROLLER 8). TRAFFIC CONTROLLER NEAR EUMUNDI NOOSA RD TO HOLD TRAFFIC IF RESIDENTS ARE REQUIRED TO EXIT PAST WORKSITE OR ACCESS THEIR PROPERTIES.
TRAFFIC SHOULD BE ALLOWED TO FLOW TO LIMIT CONGESTION WHERE POSSIBLE.
= DETOUR ROUTE 9). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
DETOUR ARRANGEMENT
= CONCRETE AGITATOR
STARBOARD AVE
DA
KR EHA
DA OW
OR
= WORK AREA
DETOUR
= QUEUE SPACE
DETOUR
= THROUGH TRAFFIC PATH
45m
DEEPS ECUDER
DESOLC
DAEHA
DAOR
PO RUOTED
TS EDIS
ER OT
AP
ER
P 15m
RUOTED
DESOLC
DAOR
EDIS
45m
SUPPLEMENTARY SIGN 15m
REDUCE SPEED
DO NOT OVERTAKE
RD
40
PREPARE
STOP
TO
A
OS
TC
TC HEADLAND DR
NO
20m 30m
N DI
TC
MU
15m
ROAD RESIDENTS
EU
CLOSED ONLY
CLOSED
AHEAD
ROAD
DETOUR
REDUCE SPEED
DETOUR
AHEAD
DETOUR
YL 15m
E FA PRE 15m
CLOSED
SE
AHEAD
KR PA
ROAD
VIR TO RE
WORK
DA OW
DRIVE SAFELY
ROAD
END
D
DN OR STO
E P SIDE
YLEFAS EVIRD ROAD
CLOSED
KROW
DAOR DETOUR
DNE
15m
20m
RO
W AD SIDE
AH ORK ROAD
DETOUR
EA AHEAD
D CLOSED
REDUCE SPEED
L
LP
RA
MI
AD
TGS DETAILS: TGS# QLDEUMUTGS8 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 19/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: HEADLAND DR PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: EUMUNDI NOOSA RD DURATION OF THIS PHASE: UP TO 1 DAY Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: ADMIRAL PL HOURS OF OPERATION: 09001400 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 50Km/H TERM OF WORKS SHORT TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: HOLD & RELEASE ROAD TYPE: TWO WAY
Page 33
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N
TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS9
S RESIDENTIAL DEVELOPMENT FOOTPATH CONSTRUCTION PEDESTRIAN DIVERSION
LEGEND TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
= SIGNAGE PLACEMENT 3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
= DEVELOPMENT AREA 5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). CLOSE DELINEATION SHOULD BE USED AT THE CORNER OF HEADLAND DR AND EUMUNDI NOOSA RD TO PROVIDE SEPERATION FOR PEDESTRIANS.
= EXISTING FOOTPATH 7). TEMPORARY LIGHTING SHOULD BE USED THROUGH THE DEVELOPMENT SITE AFTER HOURS TO PROVIDE ADEQUATE LIGHTING FOR PEDESTRIANS.
DEEPS ECUDER 8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
DAEHA
= WORK AREA KROW
DAOR
= 700mm CONES / BOLLARDS
= PEDESTRIAN DIVERSION
= TEMPORARY HAZARD MARKER
= PEDESTRIAN BARRIER MESH
45m
= INTERNAL LANE WAY
= STABLE TEMPORARY SURFACE
RD
= CONCRETE AGITATOR
SA
OO
DE
EP
04 S ECUDER
IN
ND
MU
STARBOARD AVE
EU
45m
SN
AIR
TS
ED
EP
DA
D EH
TA 15m HT ESOL A
AP C
PE TO
OF
R
DE
EP SE
DE
SO CU
EN LC D E
A DA R
EK L OR
IB
ER EHT
AH
S
DRIVE SAFELY
WORK
ROAD
END
CLO PATH
PE
FOO
DE
SED
T
STR
TEMPORARY
50
OOT F
IAN
RAMP
OTH E
DESOL
PAT
S
HTAPT C
US
ER
H
OOF
HEADLAND DR
30m
FOOTPATH
OTHER
USE
YL
PEDESTRIANS
EF RESIDENTS TO BE INFORMED OF WORKS
06 AS EVIRD WITH ALTERNATE ACCESS TO BE NEGOTIATED
FOOTPATH
CLOSED
KR
DA OW
O
DN R
E
TGS DETAILS: TGS# QLDEUMUTGS9 CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 19/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 3 DAYS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: HEADLAND DR HOURS OF OPERATION: 07001700 Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: PEDESTRIAN DIVERSION ROAD TYPE: TWO WAY
Page 34
www.invarion.com
N
TRAFFIC GUIDANCE SCHEME (TGS)
W TGS DIAGRAM #
E QLDBUILT EUMUNDI NOOSA RD NOOSAVILLE QLDEUMUTGS9A
S RESIDENTIAL DEVELOPMENT FOOTPATH CONSTRUCTION PEDESTRIAN DIVERSION AFTERCARE
LEGEND TGS NOTES
1). THIS ARRANGEMENT IS DEVELOPED IN ACCORDANCE WITH THE QGTTM AND AS1742.3
2) ALL SIGNS TO BE MOUNTED IN PROMINENT POSITIONS WITH CLEAR LINE OF SIGHT TO ONCOMING TRAFFIC.
= SIGNAGE PLACEMENT 3). SIGNS THAT ARE INAPPROPRIATE TO, OR CONFLICT WITH, THE WORKSITE SITUATION SHALL BE COVERED OR REMOVED.
4). SIGNAGE PRESENT FOR UP TO TWO WEEKS MAY BE ERECTED ON PORTABE LEGS 200mm ABOVE THE SHOULDER SURFACE TO THE BOTTOM EDGE OF THE SIGN.
= DEVELOPMENT AREA 5). WORKMAN (SYMBOLIC) SIGNS TO BE COVERED WHEN WORKERS HAVE LEFT THE AREA OR ARE NO LONGER VISIBLE TO TRAFFIC.
6). CLOSE DELINEATION SHOULD BE USED AT THE CORNER OF HEADLAND DR AND EUMUNDI NOOSA RD TO PROVIDE SEPERATION FOR PEDESTRIANS.
= EXISTING FOOTPATH 7). TEMPORARY LIGHTING SHOULD BE USED THROUGH THE DEVELOPMENT SITE AFTER HOURS TO PROVIDE ADEQUATE LIGHTING FOR PEDESTRIANS.
DEEPS ECUDER 8). FOR ADDITIONAL NOTES & GUIDANCE PLEASE REFER TO THE TGS COVER SHEETS SUPPLIED WITH THIS DIAGRAM.
DAEHA
= WORK AREA KROW
DAOR
= 700mm CONES / BOLLARDS
= PEDESTRIAN DIVERSION
= TEMPORARY HAZARD MARKER
= PEDESTRIAN BARRIER MESH
45m
= INTERNAL LANE WAY
= STABLE TEMPORARY SURFACE
RD
= TEMPORARY LIGHTING
SA
OO
DE
EP
04 S ECUDER
IN
ND
MU
STARBOARD AVE
EU
45m
SN
AIR
TS
ED
EP
DA
D EH
TA 15m HT ESOL A
AP C
PE TO
OF
R
DE
EP SE
DE
SO CU
EN LC D E
A DA R
EK L OR
IB
ER EHT
AH
S
DRIVE SAFELY
WORK
ROAD
END
CLO PATH
PE
FOO
DE
SED
T
STR
TEMPORARY
50
OOT F
IAN
RAMP
OTH E
DESOL
PAT
S
HTAPT C
US
ER
H
OOF
HEADLAND DR
30m
FOOTPATH
OTHER
USE
YL
PEDESTRIANS
EF RESIDENTS TO BE INFORMED OF WORKS
06 AS EVIRD WITH ALTERNATE ACCESS TO BE NEGOTIATED
FOOTPATH
CLOSED
KR
DA OW
O
DN R
E
TGS DETAILS: TGS# QLDEUMUTGS9A CLIENT / TRAFFIC MANAGEMENT DETAILS SITE DETAILS TRAFFIC MANAGEMENT TIME FRAMES DESIGNER DETAILS
REV DATE DESCRIPTION CLIENT NAME: QLDBUILT LOCATION: EUMUNDI NOOSA RD TGS IMPLEMENTATION DATE: TBA
REVISIONS
00 19/02/24 PRODUCED FOR CONSTRUCTION PROJECT MANAGER: DOMINIC TYACKE 0410 332 167 PRIMARY ROAD AFFECTED: EUMUNDI NOOSA RD PROJECT DURATION: UP TO 14 MONTHS Kyle Halliday
Dept. Transport & Main Roads
01 SITE CONTACT: LANCE HOLLAND 0432 028 810 AFFECTED ROAD 2: STARBOARD AVE DURATION OF THIS PHASE: UP TO 3 DAYS Traffic Management Design
02 TRAFFIC CONTROL Co: TBA AFFECTED ROAD 3: HEADLAND DR HOURS OF OPERATION: OUTSIDE WORKING HOURS Certification # OP1503
03 NOMINATED TC CONTACT: TBA ORIGINAL POSTED SPEED: 60Km/H TERM OF WORKS LONG TERM
TGS REVIEWED BY GUY HALLIDAY TMD # OP259 TRAFFIC MANAGEMENT: STATIC WORKSITE REGULATORY WORKSITE SPEED LIMIT: 40Km/H
PRINT TO A3 NOT TO SCALE CONTROL METHOD: PEDESTRIAN DIVERSION ROAD TYPE: TWO WAY
Page 35
RISK ASSESSMENT - CRITERIA
FOR THIS WORKSITE HIGHLIGHTED IN YELLOW
◄ C O N S E Q U E N C E (C) ►
(C1) (C2) (C3) (C4) (C5)
LIKELIHOOD (L) SEVERE MAJOR MODERATE MINOR NEGLIGIBLE
e.g. POTENTIAL e.g. LONG TERM ILLNESS e.g. POTENTIAL LOST TIME e.g. NON REPORTABLE e.g. INSIGNIFICANT
▼ FATALITY OR PERMANENT INJURY INJURY OR SLIGHT DAMAGE TO PROPERTY
DISABILITY PROPERTY DAMAGE OR MINOR INJURY
(L1) ALMOST
EXTREME EXTREME HIGH HIGH MEDIUM
CERTAIN
(L2) LIKELY EXTREME HIGH HIGH MEDIUM MEDIUM
(L3) POSSIBLE EXTREME HIGH MEDIUM MEDIUM LOW
(L4) UNLIKELY HIGH MEDIUM MEDIUM LOW NEGLIGIBLE
(L5) VERY UNLIKELY MEDIUM MEDIUM LOW NEGLIGIBLE NEGLIGIBLE
RISK RATING REQUIRED ACTION
R1 ► UNACCEPTABLE RISK – DO NOT PROCEED - IMMEDIATE CONTROL REQUIRED
R2 ► HIGH RISK – NOTIFY SUPERVISOR + ADDITIONAL RESEARCH & CONTROLS
R3 ► MODERATE RISK – MONITOR AND CONSIDER ADDITIONAL SAFETY MEASURES
R4 ► LOW RISK – MONITOR AND MAINTAIN STRICT SAFETY MEASURES
R5 ► VERY LOW RISK – USUALLY CONSIDERED ACCEPTABLE - MONITOR
Risk assessment involves the identification and analysis of all safety risks likely to arise during works on or near the road including design, set up, operation,
change and final dismantling of TTM devices. The identification of each risk must be followed by defining the appropriate measures to mitigate those risks.
In each case the process starts by identifying all the hazards likely to arise, evaluating them in terms of likelihood of occurrence and their adverse
consequences using experience, historical data, consulting with other designers or other means. The proposed TGS must then be checked in detail to
ensure that adequate means of controlling or reducing those risks are in place.
4
Page 36
DESIGN RISK CONSIDERATIONS
Site Specific Hazards
Site Hazard Associated Risk Proposed Treatment
o Works occupying footpath o Potential for pedestrians to come into contact with o Pedestrians diverted onto the road under the protection
hazardous site conditions or plant of barriers.
o Heavy vehicles entering and leaving o Potential for rear end collisions with the public o Truck warning signs
site
o Site plant required to reverse into o Potential for collisions with public vehicles and o Hold & release traffic control to allow vehicles to reverse
site pedestrians into site.
o Cause large disruption to Eumundi Noosa Rd
o Pedestrians being diverted through o Potential for incidents within the worksite due to o Flood lighting to be installed after hours to provide a well
site off existing footpaths pedestrians lit area for pedestrian movements.
o Potential for pedestrians to be accosted or followed o All hazards to be fenced off during this phase to isolate
through worksite after hours pedestrians from potential risks within the development
area.
5
Page 37
General Design Risk Considerations
Potential Safety Hazards Applicable TGS Risk rating Control Measures Risk rating
before controls after controls
To WORKERS L C R# Eliminate / Substitute Engineer / Isolate Administrative L C R#
Public vehicle able to enter 2,2A,3,3A,4,4A,5,6,8 L3 C2 R2 ☐ Road Closure ☐ Safety barriers ☒ Speed Reduction L4 C4 R4
the worksite ,9 ☐ Lane closure ☒ Increase separation from traffic ☒ Warning Signs
☐ Turn lane closure
☒ Present ☐ Not Present ☐ Truck Mounted Attenuator ☐ Other
☒ Shoulder closure
☒ Clear delineation of travel
☐ Detour path & worksite
☒ Hold and release ☒ Correct cone / bollard spacing
☐ Traffic Controllers / PTCD
☐ Road Closure
Vehicle strike - Proximity of 2,3,4,5,6,8 L2 C1 R1 ☐ Safety barriers ☒ Speed Reduction L4 C4 R4
workers (on foot or small ☐ Lane closure
☒ Increase separation from ☒ Warning Signs
plant) to traffic at the ☐ Turn lane closure vehicular traffic ☐
worksite (particularly closer ☒ Shoulder closure ☐ Truck Mounted Attenuator ☐ Other
than 1.2m) ☐ Detour ☒ Clear delineation of travel
☐ Present ☒ Not Present ☒ Hold and release path & worksite
☐ Other
High traffic speed through All L1 C1 R1 ☐ Lateral Shift L3 C3 R3
☐ Pilot vehicle ☒ Speed restrictions
or past the worksite ☐ Lane closure
☒ Traffic controller/s / Portable Traffic ☒ Warning signs / VMS
☐ Turn lane closure Control Device
☒ Present ☐ Not Present ☐ Repeater signs in work area
☒ Shoulder closure ☒ Clear delineation of travel
☐ Detour path & worksite
☐ Side track ☐ Shadow vehicle
☐ Road closure
Poor advance sight distance ☐ Safety barriers ☐ Additional advance warning
☐ Lane closure
to the worksite (<200 metres) ☐ Clear delineation of travel signs
☐ Shoulder closure ☐ Speed reduction
☐ Present ☒ Not Present path & worksite
☐ Detour ☐ Truck mounted attenuator ☐ VMS
☐ Side track ☐ Traffic controller/s ☐ Shadow vehicle with
☐ Other flashing lights
Barrier deflection zone too ☐ Use higher spec. ☐ Use higher spec. safety barriers ☐ Further speed reduction
small safety barriers ☐ Clear delineation of travel ☐ Appropriate signage
☐ Present ☒ Not Present ☐ Lane closure path & worksite
☐ Shoulder closure
Pedestrians able to enter the 2, 2A,9,9A L1 C2 R2 ☒ Pedestrian detour ☒ Delineation of footpath using ☒ Speed Reduction L4 C4 R4
worksite ☒ Temporary path pedestrian mesh / bollards / tape ☒ Warning / advisory signs
☒ Present ☐ Not Present around site ☒ Closure of footpath using ☐ Additional advance warning
pedestrian barrier signs
☐ Traffic controller/s - spotters
☐ Temp. crossing lights
6
Page 38
Potential Safety Hazards Applicable TGS Risk rating Control Measures Risk rating
before controls after controls
To TRAFFIC L C R# Eliminate / Substitute Engineer / Isolate Administrative L C R#
☐ Road closure
Work area temporarily 5,6,4,8 L1 C2 R1 ☐ Escort / pilot vehicle ☒ Speed reduction L3 C3 R3
☐ Turn lane closure
occupies / obstructs the ☐ Portable traffic signals ☐ Extra signs / VMS
traffic lane, i.e. tree lopping, ☒ Part lane closure ☒ Warning signs
☐ Turn lane Closure with
crane lifts etc ☒ Shoulder closure
delineation ☐ Other
☒ Present ☐ Not Present ☐ Detour ☒ Traffic controller/s / Hold - Release
☐ Temporary road /
lane closure
Travel path unclear through, ☐ Lateral Shift ☐ Clear delineation of travel ☐ Speed reduction
past or around work area ☐ Lane closure path & worksite ☐ Warning / advisory signs
☐ Turn lane closure ☐ Traffic controller/s
☐ Present ☒ Not Present ☐ Additional warning signs
☐ Shoulder closure ☐ Correct cone / bollard ☐ VMS
☐ Detour spacing ☐ Other
☐ Sidetrack
Excavations in work area – ☐ Lateral Shift
☐ Safety barriers ☒ Speed reduction
☐ >500mm ☐ Lane closure
☒ Increase separation from ☒ Warning Signs
☐ Shoulder closure
☐ 251 – 500mm vehicular traffic ☐ Other
☐ 50 – 250mm ☐ Detour ☒ Close delineation
☐ Present ☒ Not Present
☐ Side track ☐ Other
☐ Road closure
Rough or unsealed road ☐ Clear delineation of travel ☐ Speed reduction
☐ Lane closure
surface due to roadworks path & worksite ☐ Warning signs / VMS
☐ Shoulder closure ☐ Escort / pilot vehicle
☐ Present ☒ Not Present ☐ Other
☐ Detour ☐ Other
☐ Side track
Queue lengths might extend ☐ Road closure ☐ Traffic Controller/s in side ☐ Reduce hold time / adjust
across side roads, ☐ Detour roads work method
intersections and / or ☐ Side track ☐ Portable traffic signals ☐ Repeater advance warning signs
through roundabouts
☐ Reduce hold time / ☐ Truck Mounted Attenuator ☐ Calculate End of Queue point
☐ Present ☒ Not Present adjust work method ☐ Other ☐ Other
☐ Road closure
High volume of heavy ☐ Adequate lane widths ☐ Repeater advance warning signs
☐ Heavy vehicle
vehicles past the worksite ☐ Other ☐ Speed reduction
detour
☐ Present ☒ Not Present ☐ Other
☐ Side track
☐ Works at a
different time of
the day
Work during peak traffic All L1 C3 R2 ☒ Works at a different L1 C5 R3
☒ Maintain constant flow of ☒ Keep traffic delays to a minimum
periods time / day
traffic ☒ Warning signs
☐ Detour / alternative
☒ Present ☐ Not Present ☒ Maintain original number ☐ Other
route
of lanes
☐ Other
☐ Portable Traffic signals
☐ Other
Pedestrians diverted to 2,2A,9,9A L2 C2 R2 ☐ Lane closure L3 C3 R3
☒ Traffic controller/s ☒ Speed reduction
areas / crossing points that ☒ Shoulder closure
☐ Safety barriers ☒ Warning signs / VMS
drivers are not expecting. ☐ Hold traffic ☒ Clear delineation of temp.
temporarily path
7
Page 39
(Adjacent to or across
☐ Other ☐ Clear visibility of oncoming ☐ Mandatory clearances to
existing lanes). traffic at temp crossing points travel path
☒ Present ☐ Not Present
☐ Communication protocols
Worksite machinery ☐ Temporary road / ☐ Portable traffic signals
entering into live lanes between machine operator &
lane closure ☐ Lane Closure
unexpectedly TC’s
☐ Traffic controller/s / Hold -
☐ Present ☒ Not Present Release
☐ Road closure
After hours hazards within ☐ Clear delineation of travel ☐ Speed reduction
☐ Lane closure
traffic lanes created due to path & worksite ☐ Warning signs
works conditions (i.e. ☐ Detour ☐ Portable traffic signals ☐ VMS
gravel, surface height ☐ ☐ Portable flood lighting
differences etc)
☐ Present ☒ Not Present
Poor lighting of changed ☐ Portable flood lighting ☐ Speed reduction
traffic conditions and / or ☐ Ensure delineation devices conform ☐ Warning signs
control points. to reflectivity standards ☐ VMS
☐ Present ☒ Not Present
8
The text continues on page 40.
Used in these records
qldBUILT Construction Management Plan - JURA Rev02.pdfRelated documentApplication case desk ↗
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