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Construction Mangement Plan Reference Document OPW19-0239 · OPW19/0239

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   NOOSA COUNCIL
REFERENCE DOCUMENT
OPW19/0239 20 DEC 2019                                                       mcnab construction
                                                                              05-DOC-001 Rev 0




   Construction
   Management Plan
   for
   Infinity Apartments Noosaville
   217-219 Gympie Tce Noosaville



    Rev   Date      Revision Description     Prepared            Reviewed           Approved




                                           05-DOC-001 Rev 0 - Construction Management Plan p1 of 16
Full text of pages 2 to 46 (of 71)

Page 2

                                                                                                                              mcnab construction
                                                                                                                    Construction Management Plan
                                                                                                                             for Infinity Apartments

Table of Contents
1.      PROJECT SUMMARY .............................................................................................................................. 4
     1.1       Development Approval ................................................................................................................. 4
     1.2       Office Location .............................................................................................................................. 4
     1.3       Project Personnel .......................................................................................................................... 4
     1.4       Scope of Works ............................................................................................................................. 4
     1.5       Project Duration ............................................................................................................................ 5
     1.6       Hours of Operation ....................................................................................................................... 5
2.      TRAFFIC MANAGEMENT ....................................................................................................................... 6
     2.1       Local Haulage Routes .................................................................................................................... 6
     2.2       Temporary Vehicular Access ......................................................................................................... 6
     2.3       Temporary Closures ...................................................................................................................... 6
     2.4       Loading/Unloading ........................................................................................................................ 6
     2.5       Pedestrian Movement .................................................................................................................. 7
     2.6       Construction Parking ..................................................................................................................... 7
3.      SITE ESTABLISHMENT ............................................................................................................................ 8
     3.1       Site Amenities ............................................................................................................................... 8
     3.2       External Hoardings & Gantries...................................................................................................... 8
4.      COUNCIL ASSETS ................................................................................................................................... 9
     4.1       Parking Meters & Spaces .............................................................................................................. 9
     4.2       Ground Water and Stormwater Discharge ................................................................................... 9
5.      AUTHORITY CONNECTIONS................................................................................................................... 9
     5.1       Electrical/Telecommunications Infrastructure ............................................................................. 9
     5.2       Potable Water Service................................................................................................................... 9
     5.3       Waste Water Service..................................................................................................................... 9
6.      ENVIRONMENT ................................................................................................................................... 11
7.      APPENDICES ........................................................................................................................................ 12
     Appendix 1 - Traffic Guidance Scheme (TGS) ......................................................................................... 12
     Appendix 2 – Site Set Up Plan ................................................................................................................. 13
     Appendix 3 - Tree Protection Plan .......................................................................................................... 14
     Appendix 4 – Environmental Management Plan .................................................................................... 15
     Appendix 5 – Communication and Consultation Plan ............................... Error! Bookmark not defined.

                                                                                  05-DOC-001 Rev 0 - Construction Management Plan p2 of 16

Page 3

                                  mcnab construction
                        Construction Management Plan
                                 for Infinity Apartments




05-DOC-001 Rev 0 - Construction Management Plan p3 of 16

Page 4

                                                                                       mcnab construction
                                                                             Construction Management Plan
                                                                                      for Infinity Apartments
1.       PROJECT SUMMARY
McNab Developments Pty Ltd has been awarded the design & construct works for Infinity Apartments
located at 217-219 Gympie Tce Noosaville.

This Construction Management Plan has been developed to advise how McNab intends to reduce
impacts to the surrounding community during the course of construction and is to be read in
conjunction with the following project documents:

        Traffic Management Plan
        Health and Safety Management Plan
        Environmental Management Plan
        Quality Management Plan

1.1 Development Approval

     This Construction Management Plan has been compiled in accordance with:

     DA Number:                  MCU19/0030
     Condition Number:           Condition number #43

1.2 Office Location

     Street Address:             Tower 1 Level 2, 55-59 Plaza Parade Maroochydore
     Postal Address:             PO Box 5054, West End QLD 4101
     Phone Number:               07 5408 2300
     Facsimile:                  07 3846 7555
     Email:                      [email protected]

1.3 Project Personnel

     Managing Director           Michael McNab
     Construction Manager:       Carl Nancarrow
     Project Manager:            Steve O’Connor
     Design Manager:             Andrew Fryer
     Contract Administrator:     TBA
     Site Manager:               TBA
     HSEQ Manager:               Michelle Rooney

1.4 Scope of Works

     The proposed development is a 3 story residential development comprising of:

            1 level of basement car parking
            3 full level high spec apartments




                                                     05-DOC-001 Rev 0 - Construction Management Plan p4 of 16

Page 5

                                                                                        mcnab construction
                                                                              Construction Management Plan
                                                                                       for Infinity Apartments
1.5 Project Duration

    Anticipated Construction Commencement Date:         December 2019
    Anticipated Construction Completion Date:           September 2020

1.6 Hours of Operation

    Normal working hours for the project will be Monday to Saturday from 6.30am to 6.30pm in
    accordance with the Development Approval.

    If any works are to take place outside these hours, approvals will be obtained from the relevant
    authority/s.

1.7 Community Consultation.

McNab are committed to open and clear consultation with the community. Prior to establishing site,
McNab will undertake a letterbox drop with a flyer containing key details of the project,

                                       Commencement date and estimated completion date
                                       Contact details for any queries and complaints (24hrs)
                                       Details of all approval for the project
                                       Details of all relevant parties – Developer, consultants etc

McNab will continue to letterbox drops through the life of the project to ensure the community is kept
aware of the projects evaluation including any changes to traffic management conditions.




                                                      05-DOC-001 Rev 0 - Construction Management Plan p5 of 16

Page 6

                                                                                          mcnab construction
                                                                                Construction Management Plan
                                                                                         for Infinity Apartments
2.       TRAFFIC MANAGEMENT
The management of traffic within the surrounding area will be undertaken in accordance with the
attached Traffic Management Plant (TMP) – Refer Appendix 1.

The Traffic Management Plan (TMP) describes how McNab proposes to manage the safe and orderly
passage of motorists, pedestrian traffic, emergency vehicles and other road users through and around
the site during the construction.

2.1 Local Haulage Routes

     All vehicles will approach site from the west along Gympie Tce. Vehicles will enter site in forward
     gear, unload materials and exit site in forward gear.

     McNab will advise trucks and construction vehicles of the accepted entry and exit routes to the site.
     Delivery routes will take into consideration of the traffic volumes and requirements of a safe and
     effective flow of traffic within the area.

     Construction vehicles are not to queue in any of the surrounding streets.

2.2 Temporary Vehicular Access

     Vehicle access to site will be via Gympie Terrace. Vehicles will be able to enter and exit site in
     forward gear. Where considered necessary or when demanded under the conditions of any permit,
     accredited & Queensland transport licensed traffic controllers shall be used to direct traffic. All
     traffic will be stopped or diverted in accordance with the methods set out in the Manual of Uniform
     Traffic Control Devices (MUTCD).

2.3 Temporary Closures

     During the course of construction there will be limited instances where McNab will be required to
     partially close a road, footpath and/or car spaces to safely undertake the works. Where any road,
     footpath or car space closures are required, approvals/permits must be obtained from the relevant
     authority/s.


2.4 Loading/Unloading

     Deliveries must be registered each day with the site team during the Pre-Start Meeting. The Site
     Manager will ensure that impact on the local traffic is minimised. Unloading and loading will be
     performed within the noted zones by the use of the crane, materials hoists, and forklift or by hand.

     No unloading or loading will be permitted on the footpath without an approved Traffic Management
     Plan in place and approved by the relevant authority/s. The frequency of deliveries shall be in line
     with the construction programming. In order to limit deliveries, the Contract Administrator will
     ensure a system of Just in Time ordering is implemented.




                                                        05-DOC-001 Rev 0 - Construction Management Plan p6 of 16

Page 7

                                                                                         mcnab construction
                                                                               Construction Management Plan
                                                                                        for Infinity Apartments
   The impact of deliveries on surrounding streets will be assessed based on quantitative and time
   criteria. In the case of large deliveries, additional traffic management may be utilised to assist truck
   movements.

   Consultation and communication with local community / residents will be done via letterbox drop
   and signage with the Site Manager’s direct phone number will be maintained for the life of the
   project.

2.5 Pedestrian Movement

   McNab will install a 1500mm wide temporary footpath as per our site set up plan. Footpath to be
   grey broom finished concrete. Temporary footpath will interface with existing footpaths to ensure a
   safe walkway for pedestrians and cyclists.

   Accredited & Queensland Transport licensed traffic controllers shall be used to direct traffic when
   considered necessary by site management or as demanded under the conditions of any Permit. All
   traffic will be stopped or diverted in accordance with the methods set out in the Manual of Uniform
   Traffic Control Devices (MUTCD).

2.6 Construction Parking

   Parking within the construction site and site compound is prohibited. Parking of vehicles in front of
   driveways is prohibited. There are numerous on road parking in the area which can be utilised and
   use of public carparks will be discussed with stake holders if and when deemed necessary.
   McNab will encourage workers and contractors to catch public transport, car pool and park off site
   to reduce the potential for impact of parking on local residents and council assets.




                                                       05-DOC-001 Rev 0 - Construction Management Plan p7 of 16

Page 8

                                                                                        mcnab construction
                                                                              Construction Management Plan
                                                                                       for Infinity Apartments
3.      SITE ESTABLISHMENT
3.1 Site Amenities

     McNab is seeking to install a temporary footpath, 1500mm wide, to enable site amenities to be
     located on the existing foot path, see site set up plan below.

3.2 External Hoardings & Gantries

     Temporary fencing / hoardings will be erected to restrict access to the site from members of the
     public. Temporary fencing / hoardings will be erected prior to commencement of works, adjusted as
     required and remain in place until a time where the building itself is secure.




                                                      05-DOC-001 Rev 0 - Construction Management Plan p8 of 16

Page 9

                                                                                          mcnab construction
                                                                                Construction Management Plan
                                                                                         for Infinity Apartments
4.       COUNCIL ASSETS
4.1 Parking Meters & Spaces

     During the course of construction, McNab will be seeking to have three parking bays designated as
     “Construction Zone” to facilitate safe and efficient loading and unloading of materials. Where any
     car space closures are required, approvals/permits must be obtained from the relevant authority/s.

4.2 Ground Water and Stormwater Discharge

     During construction ground and stormwater will need to be discharged from site. Prior to discharge
     all water will be treated in line with Noosa Council requirements and test results kept on site. Water
     will then be discharged into existing kerb and channel system.

     Sediment and erosion control measures will be established before ground disturbance in line with
     civil engineering plan 28929-OW2.1

     Sediment and erosion controls will be monitored daily and adjusted as the project evolves. Any
     deviation for approved plans will be approved by the project civil engineer.

     Final Stormwater service will be provided to the site in accordance with operational works
     OPW19/0205 lodged on 17.09.2019. Stormwater, after treatment, will be discharged into the
     existing kerb and channel system via multiple kerb adaptors.



5.       AUTHORITY CONNECTIONS
5.1 Electrical/Telecommunications Infrastructure

     Electrical infrastructure will be installed by McNab within the footpath to enable ENERGEX to supply
     power to the development. Power will be drawn for an existing greenbouy. Minimal disruptions are
     anticipated during these works.

5.2 Potable Water Service

     Potable water service will be provided to the site in accordance with SCG Engineering Plans 28292-
     OW4.1 B. Unity Water approval will be gained prior to works being carried out.

5.3 Waste Water Service

     Wastewater service will be provided to the site in accordance with SCG Engineering Plans 28292-
     OW4.1 B. Unity Water approval will be gained prior to works being carried out.




                                                        05-DOC-001 Rev 0 - Construction Management Plan p9 of 16

Page 10

                                   mcnab construction
                         Construction Management Plan
                                  for Infinity Apartments




05-DOC-001 Rev 0 - Construction Management Plan p10 of 16

Page 11

                                                                                         mcnab construction
                                                                               Construction Management Plan
                                                                                        for Infinity Apartments
6.       ENVIRONMENT
The management of environmental impacts will be undertaken in accordance with McNab’s
Environmental Management Plan. Construction can have the potential to disturb flora and fauna,
generate nuisance air and noise emissions and generate general and hazardous waste. McNab will
ensure the below Environmental Procedures are followed to ensure the risk is minimised or eliminated:

        Site Establishment / Prestart Environmental Briefing
        Community Consultation
        Site Management
        Erosion and Sediment Control
        Flora Protection
        Fauna Protection
        Noise and Vibrations
        Air Emissions
        Waste Minimisation and Management
        Concreting
        Storage of Hazardous Substances
        Contaminated Land
        Acid Sulphate Soils
        Water Quality
        Fire Ants
        Interaction with local community
        Heritage protection




                                                      05-DOC-001 Rev 0 - Construction Management Plan p11 of 16

Page 12

                                                                                     mcnab construction
                                                                           Construction Management Plan
                                                                                    for Infinity Apartments
7.   APPENDICES
     Appendix 1 - Traffic Guidance Scheme (TGS)




                                                  05-DOC-001 Rev 0 - Construction Management Plan p12 of 16

Page 13

                                                                                                                                                                                                                                                                                             www.invarion.com
                                                                                                                                                                            The bus stop just north of
                              PERMANENT SIGNAGE                                                  SITE ENTRY/EXIT                                                             the construction site will
                                   ONSITE                                                                                                                                     not be impeded by any
                                                                                               DURING WORK HOURS
KERBED / BUILT AREA = 2.2m

                                                                                                                                                                          site vehicles or by any works
                                                                                                                                                                                  being conduced
                                                                                                                                                                                      onsite.




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                                                                                                       Carparks outside the site                                                                                Tce
                                                                                                                                                                                                         pie
                                                                                                      will be closed off by bollards                                                                  Gym
                                                                                                          for the duration of the
                                                                                                       construction site at #217.




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                                                                                       WO AD
                                                                                       AH
                                      GROUND LEVEL




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                                                                                                                                                                               RO RK
                                                                                                        20m




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                                                                                                     10­




                                                                                                                                                                                AH
                                                                                                                                               Site
                                                                                                                                               Entry

                                                                                                                         Site
                                                                                                                         Exit     #217 ­




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                                                                                                                                Construction




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                                                                                                                                   Site




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                                                                                                    No Right Turn
                                                                                                 sign placed inside
                                                                  t
                                                          Albert S




                                                                                                  the construction
                                                                                                 site to notify trucks
                                                                                                   to turn left only.

                                                                                                                                                                                                                                                               DISCLAIMER
                                                                                                                                                                                                                                                  This TGS applies only to Aaction Traffic.
                                                                                                                                                                                                                                                   Approval must be sought in writing for a
                                                                                                                                                                                                             Traffic Controllers            3rd party to operate under the guidelines of this TGS.
                                                                                                                                                                                                                                   Aaction Traffic will not take any responsibility or liability for a 3rd party
                                                                                                                                                                                                              are to maintain a         to work under the guidelines of this TGS if approval has not
                                                                                                                                                                                                                                                         been given by Aaction Traffic.

                             This TGS is to be implemented                                                                THE MINIMUM LANE WIDTHS INCLUDING TRAFFICABLE                                     4 Mt Exclusion Zone     Aaction Traffic reserves the right to withdraw all TGS's and Permits
                                                                                                                                                                                                                                                     from a site when deemed necessary
                                                                                                                            SHOULDER SHALL BE 3.0 M (MUTCD Clause 4.13.3).
                                alongside TGS#19­0394                                                                                                                                                     from Plant & Machinery                   THIS TGS IS NOT TO SCALE


                                                WARNING: This Traffic Guidance Scheme is copyright material and is valid only when traffic control is undertaken by Aaction Traffic Pty Ltd.
                                                                      Client:         McNabs Development                               Posted Speed    40k             LEGEND:                                                                                                     TGS Number:
                                                                      Client Contact Steve O'Connor                                    Term of Works:  Long                              Traffic Cones                                                                             19 ­ 0392
                                                                      Client Mobile 0409 723 469                                       Existing Width: 9.9m                              Work Vehicle                                                                                            N
                                                                      Activity:       Construction Site                                Control Type:   Signage                           Vehicle Mounted Arrow Board
                                                                      Street:         217 Gympie Tce                                   Closure:        Site Entry/Exit                   Work Area
                                                                      Suburb:         Noosaville                                       TC/Ute Numbers: 0/0             Drawn By TMD OP262        PetrinaRubach
                                                                                                                                                                                       OP560 : Shaylene Tilyard    Sign:
                              DTMR #: 0202                            Cross Street 1: Just East of Albert St                           D Spacing:      5­10m
                                                                                                                                                                       Amended By:TMD                                                                                              NOTE:
                              PH: 07 3204 9988                        Cross Street 2:                                                  Date Created    06/11/2019                                                                                                                  This Traffic Guidance
                                                                                      Two Way                                          Revision Date                    Date :00/00/000                         Sign :
                                                                      Road Type                                                                        06/05/2020                                                                                                                  Scheme is not to scale.

Page 14

                                                                                                                                                                                                                                                                                             www.invarion.com

                              PERMANENT SIGNAGE                                                     SITE ENTRY/EXIT                                                             The bus stop just north of
                                                                                                                                                                                 the construction site will
                                   ONSITE
                                                                                                  OUTSIDE WORK HOURS                                                              not be impeded by any
KERBED / BUILT AREA = 2.2m

                                                                                                                                                                              site vehicles or by any works
                                                                                                                                                                                      being conduced




                                                                                                                                                            DR
                                             ROAD
                                             WORK                                                                                                                                         onsite.




                                                                                                                                                            IVE
                                             AHEAD




                                                                                                                                                                    EN D
                                                                                                                                                                    RO RK
                                                                                                                                                             SA
                                                                                                                 Carparks outside the site




                                                                                                                                                                     WO

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                                                                                                                                                                      A
                                       REDUCE SPEED




                                                                                                                                                                 FEL
                                                                                                                will be closed off by bollards




                                                                                                                                                                    Y
                                                                                                                    for the duration of the                                                                       Tce
                                                                                                                                                                                                            pie
                                                                                                                 construction site at #217.                                                              Gym




                                      GROUND LEVEL




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                                                                                        ED




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                                                                                                                                                                                WO AD
                                                                                                                                                                        20m




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                                                                                                                                                                                 A


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                                                                                                                                                                                          RED
                                                                                                          20m
                                                                                                       10­



                                                                                                                                                   Site
                                                                                                                                                   Entry

                                                                                                                             Site
                                                                                                                             Exit     #217 ­




                                                                                                               ELY
                                                                                                                                    Construction




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                                                                                                        EN D



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                                                                                                                                       Site




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                                 ce
        p                    ie T
    Gym




                                                                                                      No Right Turn
                                                                                                   sign placed inside
                                                                t
                                                        Albert S




                                                                                                    the construction
                                                                                                   site to notify trucks
                                                                                                     to turn left only.

                                                                                                                                                                                                                                                               DISCLAIMER
                                                                                                                                                                                                                                                  This TGS applies only to Aaction Traffic.
                                                                                                                                                                                                                                                   Approval must be sought in writing for a
                                                                                                                                                                                                             Traffic Controllers            3rd party to operate under the guidelines of this TGS.
                                                                                                                                                                                                                                   Aaction Traffic will not take any responsibility or liability for a 3rd party
                                                                                                                                                                                                              are to maintain a         to work under the guidelines of this TGS if approval has not
                                                                                                                                                                                                                                                         been given by Aaction Traffic.

                             This TGS is to be implemented                                                                    THE MINIMUM LANE WIDTHS INCLUDING TRAFFICABLE                                 4 Mt Exclusion Zone     Aaction Traffic reserves the right to withdraw all TGS's and Permits
                                                                                                                                                                                                                                                     from a site when deemed necessary
                                                                                                                                SHOULDER SHALL BE 3.0 M (MUTCD Clause 4.13.3).
                               alongside TGS#19­0394­A                                                                                                                                                    from Plant & Machinery                   THIS TGS IS NOT TO SCALE


                                              WARNING: This Traffic Guidance Scheme is copyright material and is valid only when traffic control is undertaken by Aaction Traffic Pty Ltd.
                                                                    Client:         McNabs Development                                   Posted Speed    40k             LEGEND:                                                                                                   TGS Number:
                                                                    Client Contact Steve O'Connor                                        Term of Works:  Long                              Traffic Cones                                                                           19 ­ 0393
                                                                    Client Mobile 0409 723 469                                           Existing Width: 9.9m                              Work Vehicle                                                                                          N
                                                                    Activity:       Construction Site                                    Control Type:   Signage                           Vehicle Mounted Arrow Board
                                                                    Street:         217 Gympie Tce                                       Closure:        Site Entry/Exit                   Work Area
                                                                    Suburb:         Noosaville                                           TC/Ute Numbers: 0/0             Drawn By TMD OP262        PetrinaRubach
                                                                                                                                                                                         OP560 : Shaylene Tilyard    Sign:
                              DTMR #: 0202                          Cross Street 1: Just East of Albert St                               D Spacing:      5­10m
                                                                                                                                                                         Amended By:TMD                                                                                            NOTE:
                              PH: 07 3204 9988                      Cross Street 2:                                                      Date Created    06/11/2019                                                                                                                This Traffic Guidance
                                                                                    Two Way                                              Revision Date                    Date :00/00/000                         Sign :
                                                                    Road Type                                                                            06/05/2020                                                                                                                Scheme is not to scale.

Page 15

                                                                                                                                                                                                                                                                 www.invarion.com

                                                                                                                        FOOTPATH CLOSURE
                                                                                                                      DURING WORKING HOURS

                                                                                    1.2m from Kerb to site fencing
                                                                                         will be left unimpeded                                                                       Tce
                                                                                    for pedestrian movement past                                                                pie
                                                                                                                                                                             Gym
                                                                                                 the site.




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                                                                                                                                                     NS
                                                                                                                                  WA R
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                                                                                                                          Site




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                                                                                                                          Entry

                                                                                                    Site




                                                                              WA UR
                                                                               YO P
                                                                                                             #217 ­




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                                                                                                    Exit
                                                                                                           Construction




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                                     t
                             Albert S




                                                                                                                                                                                                                                   DISCLAIMER
                                                                                                                                                                                                                      This TGS applies only to Aaction Traffic.
                                                                                                                                                                                                                       Approval must be sought in writing for a
                                                                                                                                                                                 Traffic Controllers            3rd party to operate under the guidelines of this TGS.
                                                                                                                                                                                                       Aaction Traffic will not take any responsibility or liability for a 3rd party
                                                                                                                                                                                  are to maintain a         to work under the guidelines of this TGS if approval has not
                                                                                                                                                                                                                             been given by Aaction Traffic.

   This TGS is to be implemented                                                                                                                                                4 Mt Exclusion Zone     Aaction Traffic reserves the right to withdraw all TGS's and Permits
                                                                                                                                                                                                                         from a site when deemed necessary
      alongside TGS#19­0392                                                                                                                                                   from Plant & Machinery                   THIS TGS IS NOT TO SCALE


                  WARNING: This Traffic Guidance Scheme is copyright material and is valid only when traffic control is undertaken by Aaction Traffic Pty Ltd.
                                         Client:         McNabs Development                                    Posted Speed    40k                        LEGEND:                                                                                      TGS Number:
                                         Client Contact Steve O'Connor                                         Term of Works:  Long                                      Traffic Cones                                                                 19 ­ 0394
                                         Client Mobile 0409 723 469                                            Existing Width: 9.9m                                      Work Vehicle                                                                                N
                                         Activity:       Construction Site                                     Control Type:   Signage                                   Vehicle Mounted Arrow Board
                                         Street:         217 Gympie Tce                                        Closure:        Footpath                                  Work Area
                                         Suburb:         Noosaville                                            TC/Ute Numbers: 0/0                        Drawn By TMD OP262     PetrinaRubach
                                                                                                                                                                       OP560 : Shaylene Tilyard  Sign:
        DTMR #: 0202                     Cross Street 1: Just East of Albert St                                D Spacing:      5­10m
                                                                                                                                                          Amended By:TMD                                                                               NOTE:
        PH: 07 3204 9988                 Cross Street 2:                                                       Date Created    06/11/2019                                                                                                              This Traffic Guidance
                                                         Two Way                                               Revision Date                               Date :00/00/000                                  Sign :
                                         Road Type                                                                             06/05/2020                                                                                                              Scheme is not to scale.

Page 16

                                                                                                                                                                                                                                                   www.invarion.com

                                                                                                               FOOTPATH CLOSURE
                                                                                                             OUTSIDE WORKING HOURS

                                                                                    1.2m from Kerb to site fencing
                                                                                         will be left unimpeded                                                         Tce
                                                                                    for pedestrian movement past                                                  pie
                                                                                                                                                               Gym
                                                                                                 the site.




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                                                                                                                                     NS
                                                                                                                         WA UR
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                                                                                                                                      PED
                                                                                                                 Site
                                                                                                                 Entry

                                                                                           Site




                                                                               WA UR
                                                                                YO P
                                                                                                    #217 ­




                                                                                 STE

                                                                                 TCH
                                                                                           Exit
                                                                                                  Construction




                                                                             PED
                                                                                                     Site




                                                                              EST
                                                                              RIA
                                                                                  NS
         ce
    pie T
Gym
                                     t
                             Albert S




                                                                                                                                                                                                                     DISCLAIMER
                                                                                                                                                                                                        This TGS applies only to Aaction Traffic.
                                                                                                                                                                                                         Approval must be sought in writing for a
                                                                                                                                                                   Traffic Controllers            3rd party to operate under the guidelines of this TGS.
                                                                                                                                                                                         Aaction Traffic will not take any responsibility or liability for a 3rd party
                                                                                                                                                                    are to maintain a         to work under the guidelines of this TGS if approval has not
                                                                                                                                                                                                               been given by Aaction Traffic.

   This TGS is to be implemented                                                                                                                                  4 Mt Exclusion Zone     Aaction Traffic reserves the right to withdraw all TGS's and Permits
                                                                                                                                                                                                           from a site when deemed necessary
      alongside TGS#19­0393                                                                                                                                     from Plant & Machinery                   THIS TGS IS NOT TO SCALE


                  WARNING: This Traffic Guidance Scheme is copyright material and is valid only when traffic control is undertaken by Aaction Traffic Pty Ltd.
                                         Client:         McNabs Development                           Posted Speed    40k                   LEGEND:                                                                                      TGS Number:
                                         Client Contact Steve O'Connor                                Term of Works:  Long                                 Traffic Cones                                                                 19 ­ 0394­A
                                         Client Mobile 0409 723 469                                   Existing Width: 9.9m                                 Work Vehicle                                                                                N
                                         Activity:       Construction Site                            Control Type:   Signage                              Vehicle Mounted Arrow Board
                                         Street:         217 Gympie Tce                               Closure:        Footpath                             Work Area
                                         Suburb:         Noosaville                                   TC/Ute Numbers: 0/0                   Drawn By TMD OP262     PetrinaRubach
                                                                                                                                                         OP560 : Shaylene Tilyard  Sign:
        DTMR #: 0202                     Cross Street 1: Just East of Albert St                       D Spacing:      5­10m
                                                                                                                                            Amended By:TMD                                                                               NOTE:
        PH: 07 3204 9988                 Cross Street 2:                                              Date Created    06/11/2019                                                                                                         This Traffic Guidance
                                                         Two Way                                      Revision Date                          Date :00/00/000                                  Sign :
                                         Road Type                                                                    06/05/2020                                                                                                         Scheme is not to scale.

Page 17

                                   AACTION TRAFFIC CONTROL PTY LTD
                                        ABN: 37 128 649 445
                                  UNIT 3 14-16 IMBOON STREET
                                     DECEPTION BAY QLD 4508
                              PHONE: 07 3204 9988 FAX: 07 3204 9179


                                        TRAFFIC GUIDANCE SCHEME
                                       NOTES AND RISK ASSESSMENT
                                               TGS #: 19-0392-19-0394

                              Project Address: 217 Gympie Tce, Noosaville

           CLIENT:                  McNab
           CLIENT CONTACT:          Steve O’Connor
           PHONE NUMBER:            0409 723 469
           JOB PURCHASE ORDER #: 19116-001
                                AACTION TRAFFIC REPRESENTATIVE
           TMD Contact Name:        Petrina Tilyard
           Contact Number:          0447 797 596
           Contact Email:           [email protected]
           TMD Licence              OP 262
           Signature
           Aaction Traffic          Department of Transport & Main Roads
           Registration Licence         TMR # 0202
           Date                     06/11/2019


      DOCUMENT CONTROL

                                               REGISTER OF AMENDMENTS
             Date          Page      Version         Description of Amendments              Revision         Approved
                            No         No                                                    Date               by
           06/11/2019                             ORIGINAL DOCUMENT                        06/05/2020




Issued:                                   Traffic Guidance Scheme & Scope of Works            Uncontrolled when printed
Revised:       Version 1          Author: Shaylene Rubach       Approved by: Wayne Grice               Page 1 of 9

Page 18

                          TRAFFIC CONSIDERATIONS AND CONTROL MEASURES


           1. Project Activity/Scope: Permanent Signage and pedestrian management onsite for
              construction site at #217 Gympie Tce.

           2. Site specific TGS:
              19-0392 – Permanent Signage Set up – During Working Hours

               19-0393 – Permanent Signage Set up – Outside working hours

               19-0394 – Footpath Signage During Work Hours

               19-0394 A – Footpath Signage Outside Work Hours

           3. TC requirements – Not Applicable

           4. Site Operating Times preferred –24hr times (subject to Permit approval) : TBA

           5. Project Start Date and duration of job: TBA

           6. Speed: Speed prior to work commencement 40k

           7. How close to the trafficable lanes will the workers be working? >3m

           8. Highlight D Value

                  Table 4.2 – Value of                   Dimension D (m)
                  dimension D Speed limit¹
                  (km/h)
                  40 or less                             5 to 10
                  50                                     10 to 15
                  60                                     15 to 45
                  70, 80                                 60 to 80
                  90, 100                                80 to 100
                  110                                    100 to 120



           9. Direction of Closure: East and West




Issued:                                Traffic Guidance Scheme & Scope of Works               Uncontrolled when printed
Revised:      Version 1        Author: Shaylene Rubach       Approved by: Wayne Grice                Page 2 of 9

Page 19

           10.   Is there open Excavation? NO

                 What’s Depth of excavation?
                 Width Excavation?
                 Length Excavation?
                 Is barrier System required?
                 Barrier System selected?
                 Are Steel Plates being used?

                 Table E1 – Protection / delineation adjacent to excavations

                     Speed of            Traffic        Clearance to                       Depth of excavation, mm
                   traffic¹ km/h      volume² vpd       excavation³
                                                             m                50 to 250        260 to 500            > 500

                        < 70                All                < 2.5          Standard            Close             Safety
                                                                             delineation       delineation          barrier

                                                             2.5 to 5.0       Standard          Standard            Close
                                                                             delineation       delineation       delineation

                                                               > 5.0            None             None                None

                        ≥ 70              ≤1500                ≤ 5.0          Standard            Close             Safety
                                                                             delineation       delineation          barrier

                                                               > 5.0            None             None                None

                                         > 1500                ≤ 6.0          Standard            Close             Safety
                                                                             delineation       delineation          barrier

                                                               > 6.0            None             None                None

      NOTES:
           1. Posted speed limit during roadworks.
           2. For multilane roads, one way volume. For 2-lane, 2-way roads, sum of both directions.
           3. Clearance to nearest edge of traffic lane or nominal edge if the edge is not marked.




Issued:                                    Traffic Guidance Scheme & Scope of Works                  Uncontrolled when printed
Revised:         Version 1         Author: Shaylene Rubach          Approved by: Wayne Grice                 Page 3 of 9

Page 20

           11. Taper Lengths (Highlight Taper required)

               Table 4.6

                  Permanent posted                             Recommended taper length, m
                     speed, km/h
                                             Traffic control at       Lateral shift taper     Merge taper
                                            beginning of taper

                       40 or Less                    15                         5                   15

                           50                        15                        15                   30

                           60                        30                        30                   60

                           70                        30                      60-80               120-160

                           80                        30                      60-80               120-160

                           90                        30                      60-80               120-160

                           100                       30                      60-80               120-160

                  Greater than 100                   30                      60-80               120-160

               The speed of traffic in Table 4.6 is the permanent posted speed of the road before the work
               site is established.

           12. Are there Bus Stops Taxi Ranks to be considered? There is one bus stop just east of the site
               and will not be impacted by any movements in and out of the site.

           13. Pedestrian and Cyclist control? Cyclist will need to follow traffic past the site via the
               roadway. Pedestrians will be moved closer to the kerb.

           14. Are Local Businesses and property owners affected? All residents and local business will
               have continual access to their driveways.

           15. Is Containment Fencing on site? N/A

           16. Area of Job Site: Length ….m Width: ….m

           17. Traffic Controller Sign




Issued:                                  Traffic Guidance Scheme & Scope of Works            Uncontrolled when printed
Revised:       Version 1         Author: Shaylene Rubach       Approved by: Wayne Grice             Page 4 of 9

Page 21

           18. Traffic controllers shall be relieved from their duty after not more than 2 hours for a period
               of rest or “other duties” of at least 15 minutes. [NOTE: “Other duties” does not include
               operation of a STOP/SLOW bat to control traffic or any duties involving standing in one
               position, or controlling traffic with a traffic control device] as per TCAS 2.4 Page 7

           19.
                                          As this sign is used to warn of the presence of personnel, it shall
                                          only be displayed when they are actually working, or are visible to
                                          traffic, or both, and shall be removed or covered when workers
                                          have left the work area or are no longer visible to traffic.


           20. Truck Turning

                                             3.16.2 Trucks (T2-25), Trucks           The Trucks (T2-25) sign should
                                             (W5-22) T2-25                          be used where trucks may cross,
                                                                                      enter or leave the road from an
                                                                                    adjoining property at a frequency
                                                                                       and in circumstances which
                                                                                    create a hazard. The sign should
                                                                                    be displayed only when the need
                                                                                      exists and removed or covered
                                                                                     when truck activity has ceased.
                                                                                    The sign should be placed on the
                                                                                    side of the road from which trucks
                                                                                        will be crossing or entering
           21. Traffic controllers must ensure that they have a clear escape path to a non-traffic (closed)
               section of the roadway, shoulder, footpath or median.

           22. Signage: All static signage erected is compliant to the MUTCD Part 3 Works on Roads Eighth
               Issue July 2018 and AS1742.4 including the size and reflectivity.

           23. Conflicting signage: Any conflicting fixed signage must be covered and uncovered after the
               work ceases.

           24. Short Term Signage: Erections of signage for short term operations should be arranged so
               that the signs are prominently displayed to all vehicular traffic as safety warning devices for
               traffic control works. The sign shall be erected on the signage legs so that signs are clearly
               off the ground and free of obstruction, the minimum height from the shoulder surface to the
               bottom edge of sign is 200mm

                 Long Term Signage: Signs continuously required for works going longer than two (2) weeks
                 should be erected in a permanent manner, e.g on posts sunk into the ground - Ref 4.75 Sign
                 Display- MUTCD Part 3. (Will be determined by Site visits)
                 On open road areas, uncurbed roads, built-up areas where signs are to be erected on posts,
                 they should normally be placed clear of the outer edge of shoulder and at least 2m clear of
                 the travelled path, whichever is the greater clearance. They should be erected 1 to 1.5m
                 above the level of the nearest edge of the travelled path to the underside of the sign




Issued:                                Traffic Guidance Scheme & Scope of Works              Uncontrolled when printed
Revised:         Version 1     Author: Shaylene Rubach       Approved by: Wayne Grice               Page 5 of 9

Page 22

           25. Vehicle Mounted Warning Devices: Signage vehicles that are required for the
               implementation of the Traffic Guidance Scheme must be fitted with an electronic arrow
               board and two flashing beacons as described by the MUTCD Part 3 Eighth Edition 2018

           26. Work Method Statements: Preparation of a Safe Work Method Statement (SWMS) involves
               identifying potential hazards, assessing their risk and recording how to eliminate or minimize
               the risk to employee and public safety. Where potential hazards are identified they are
               assessed using the Site Specific SWMS and a Hazard Report is completed

           27. Prior to commencement of work: On site SWMS will be reviewed based on the Traffic
               Guidance Scheme, which conforms to the MUTCD and AS 1742.3. SWMS update will be
               reviewed every three monthly unless otherwise requested. All site traffic controllers are
               regularly audited and tool boxed to ensure SWMS, TGS’s and State Guidelines and AS1742.3
               are followed. Any amendment to the SWMS is noted during audit and safety inspections.

           28. Traffic controllers: Have a duty of care to raise any concerns in regard to safety issues on
               site. If there is a change to TGS, Scope of works traffic controller must contact Aaction
               Traffic’s TMD immediately. Any identified safety concerns must contact Aaction Traffic
               Workplace Health and Safety Manager. Traffic Controllers are to only engage in traffic
               control duties, remain on designated point and maintain that position unless advised by
               Aaction Management.

           29. Record Keeping: All traffic management records will be maintained in accordance with the
               MUTCD Part 3 2018, Eighth Issue July 2018 and the QLD Code of Practice for Works on
               Roads. Signage must be checked regularly and times notes on the Daily Signage Pre start
               Register.

           30. Site Communications: Visual contact and two ways radio contact must be maintained by the
               Traffic Controllers at all times. Radio channel to be selected upon arrival at site and agreed
               upon with all other personnel.

           31. Traffic Cones, Barriers and Bollards: Delineating devices (eg: traffic cones, bollards, post
               mounted delineators) should generally be placed 1mtr clear of the travel path. Cones should
               be spaced so as to discourage entry to the work area, generally from 5mtr to 25mtr apart.
               Spacing of cones and bollards may need to be reduced to as little as 1mtr if needed. Barriers
               are shown on TGS to separate motorists from work area to provide more protection to
               workers on site

           32. Setting out and recovery of Signage and devices (as per MUTCD part 3 2018 clause 2.5.3):
               Before work commences, signs and devices at the approaches to and within the work area
               should be set out in accordance with the traffic guidance scheme in the following sequence:
                   • Advance warning and regulatory signs (including temporary speed zone signs)
                   • All intermediate advance warning and regulatory signs and devices required in
                       advance of the taper or start of the work area
                   • All delineating devices required to form the taper including the illuminated flashing
                       arrow signs at the end of the taper where required
                   • Delineation of the work area or side track
                   • All other required warning and regulatory signs including termination and end of
                       temporary speed zone signs



Issued:                               Traffic Guidance Scheme & Scope of Works            Uncontrolled when printed
Revised:      Version 1       Author: Shaylene Rubach       Approved by: Wayne Grice             Page 6 of 9

Page 23

                      Recovery of signage and devices at the conclusion of the work shall be done in the reverse
                      order using the same work method as for setting out

               33. Scope of works and TGS: The controlled version of this Scope of works and TGS will be held
                   electronically by Aaction Traffic Control Pty Ltd and will be made available to all project
                   personnel. Aaction Traffic TMD will maintain, review and update Scope of works and TGS

               34. Review: TGS and Scope of works be reviewed every twelve months from the date of issue.

               35. TGS Risk Assessment

           SAFETY AND ENVIRONMENTAL HAZARD IDENTIFICATION/RISK ASSESSMENT
                   LIKELIHOOD                                 CONSEQUENCE
           Almost           Event will occur on a         Catastrophic    Safety: Fatality/ Multiple Fatalities or significant irreversible effects
           Certain          yearly basis                                  Revenue: High Financial Impact

           Likely           Event has occurred            Major           Safety: Severe irreversible to 1 or more persons
                            several times or more in                      Revenue: Medium Financial Impact
                            your career
           Possible         Event might occur once        Moderate        Safety: Moderate irreversible disability or impairment to 1 or more
                            in a year                                     persons
                                                                          Revenue: Medium Financial Impact
           Unlikely         Event does not occur          Minor           Safety: Objective but reversible disability requiring hospitalisation
                            somewhere from time to                        Revenue: Low Financial Impact
                            time
           Rare             Heard of something like       Insignificant   Safety: No medical treatment, no damage to equipment
                            the event occurring                           Revenue: Low Financial Impact
                            somewhere

                                      CONSEQUENCE
                    Likelihood
                                       Insignif. (1)       Minor (2)      Modera. (3)        Major (4)                      Catastr. (5)
           Almost Certain (5)               3                 3               4                 4                               4
           Likely (4)                       2                 3               3                 4                               4
           Possible (3)                     1                 2               3                 4                               4
           Unlikely (2)                     1                 2               2                 3                               4
           Rare (1)                         1                 2               2                 3                               3

           4   Very High (VH)         URGENT - Stop work immediately, the risk requires immediate attention

           3   High (H)               Continue with supervision and control measures in SWMS or site risk assessment

           2   Medium (M)             Use control measures to ensure risk is low as reasonable possible
           1   Low (L)                Manage by routine procedures and safe practices




Issued:                                             Traffic Guidance Scheme & Scope of Works                       Uncontrolled when printed
Revised:             Version 1          Author: Shaylene Rubach           Approved by: Wayne Grice                          Page 7 of 9

Page 24

                    RA-TGS PREPARATION                                           HIERARCHY OF CONTROL
                 Project Coordinator completes TGS in           To properly manage exposure to foreseeable risks a person on
              accordance with Aaction Traffic and DTMR          location, consider the appropriateness of control measures in the
            (MUTCD) standards and client requests (OPS-         following descending order of effectiveness:
                               FORM-008)                           • Elimination: Elimination the hazard entirely
                                    ↓                              • Substitution: If not possible to remove, minimise the risk
             Project Coordinator prepares RA-TGS as per                by substitution of a lesser risk.
                                drawings                           • Isolation: Isolating the hazard giving rise to the risk
                                    ↓                              • Engineering: Minimise the risk by engineering means
              Identify risks/impacts associated with each          • Administration: Applying administrative measures
                               activity step                       • Personal: Protective Equipment: Wear appropriate PPE
                                    ↓                                  at the worksite
           Assess consequences and likelihood of each risk
                                    ↓                           This Risk Assessment has been prepared as per the
                            Assess level of risk
                                    ↓                           Manual Of Uniform Traffic Control Devices Part 3, Eighth
             Determine appropriate control measures to          Issue, ( July 2018), Clause 2.2.3.b – A Risk Assessment is
                eliminate the risk or reduce it to as low       appropriate, “When preparing traffic guidance schemes
             reasonably practicable (refer to Hierarchy of      for more extensive or complex works where site specific
                                 Control)
                                    ↓
                                                                risks will assume importance. “
           Project Coordinator in charge of RA-TGS to sign
                               Cover Page
                                    ↓
            All Stakeholders to monitor activity and make
             suggestions for improvement to the RA-TGS




Issued:                                       Traffic Guidance Scheme & Scope of Works                  Uncontrolled when printed
Revised:          Version 1          Author: Shaylene Rubach        Approved by: Wayne Grice                    Page 8 of 9

Page 25

Risk Assessment Schedule      Likelihood (1-5), Consequence (1-5), Risk Level (L-VH)
Ref Risk Associated           Safety Hazard          Curren Safety Control                   Residual     Action Required By
.      With                                          t Risk   Measure(s) Required            Risk

                              Description                       Description
1.      Work Area/Workers     Work area is inside     4         Permanent signage ad         2            Client
                              the normal travel                 footpath signage to be
                              path.                             implemented to notify
                                                                the public of site traffic
                                                                moving in the vicinity
                                                                of the work site.
2.      Pedestrians           Pedestrians moving     4          Pedestrians will be          2            Client
                              within the work                   moved closer to the
                              area and                          kerb past the site.
                              tripping/falling.
4.      Traffic               Traffic being          4          Signage will be onsite       2            Client
                              confused by the                   to ensure all vehicles
                              truck movements                   pass the site safely and
                              near site.                        all public are notified of
                                                                truck movements in
                                                                and out of site.
6       Local Access          Local residents not    4          Access to driveways to       2            Client
                              being able to access              be maintained at all
                              properties and                    times.
                              worksite causing
                              delays




     Issued:                                Traffic Guidance Scheme & Scope of Works                    Uncontrolled when printed
     Revised:     Version 1       Author: Shaylene Rubach         Approved by: Wayne Grice                     Page 9 of 9

Page 26

                                                                   mcnab construction
                                                         Construction Management Plan
                                                                  for Infinity Apartments
Appendix 2 – Site Set Up Plan




                                05-DOC-001 Rev 0 - Construction Management Plan p13 of 16

Page 27

KEY:                                                                                                                                                  AREAS:
AW - AWNING WINDOW                       CO - COFFEE MACHINE               N    - NICHE                     SLD - SLIDING DOOR
                                                                                                                                                      LEVEL 1: 221m²
B      - BATH                            FD - FRENCH DOORS                 OV - OVEN                        SLW - SLIDING WINDOW                      LEVEL 2: 225m²

                                                                                                                                                                                                                      NO
                                                                                                                                                      LEVEL 3 : 225m²
BFD - BI-FOLD DOOR                       FR - FRIDGE                       P    - PANTRY                    T   - TUB
                                                                                                                                                                                                                                                                                                                                                             GYMPIE TERRACE
                                                                           SH - SHOWER                      V   - VANITY BASIN
                                                                                                                                                      GFA= 671m² (max pop 693.12)
                                                                                                                                                                                                                         RT
                                                                                                                                                                                                                            H
BFW - BI-FOLD WINDOW                     FP - FIXED PANEL WINDOW
                                                                                                                                                      BASEMENT: 475m²
CT - COOK TOP                            L   - LOUVER WINDOW               S    - SINK                      WC - WATER CLOSET
                                                                                                                                                      SITE = 414/ 1084.9
                                                                                                                                                      SITE COVER = 38.1%




                                                                                                                                                                                                                                                                                         1.50 m




                                                                                                                                                                                                                                                                                                                                 1.50 m




                                                                                                                                                                                                                                                                                                                                                                                                                            1.50 m
                                                                                                                                                                                                                                                                                                                                      1500mm Wide Temporary Footpath - Broom Finished Concrete




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.50 m
                                                                                                                                                                                                                                          3                                                                                                                                         1
                                                                                                                                                                                                                                       C7.0                                                                                                                                      C7.1                                                                                                                 3m x 3m
                                                                                                                                                                                                                                                                                                                            6m x 3m Site Office                                                              PROPOSED NEW 2m WIDE PEDESTRIAN PATH
                                                                                                                                                                                                                                                                                                                                                                                                                    9m x 3m Crib Room
                                                                                                                                                                                                         1000      1000        1000      1000                                                                                                                                                                                                                                                         First Aid
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Shed
                                                                                                                                                                                                                                         6.00 m                                                                               PLANTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.00 m
                                                                                                                                                                                                                                                                                          1.50 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PLANTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6.00 m




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                                                                                                                                                                                                                                                                                                                                                                                    HAUL ROAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4.18 m
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                                                                                                                                                                                                                                                                                                                          SUNBED                         SUNBED                         SUNBED                      SUNBED
                                                                                                                                                                                                                                                                                                   TREE PIT                                                                                                                                 TREE PIT
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                                                                                                                                                                                                                                                                                                                                          FRONT SETBACK – 6.0M UP TO 2 STOREYS 10.0M TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                 STOREY


                                                                                                                                                                                                                                                              PLANTER                                                                                                                                      PLANTER




                                                                                                                                                                                                        3.56 m




                                                                                                                                                                                                                                                                                                                                                                                                                                               3.56 m
                                                                                                                                                                                                                                                          TERRACE
                                                                                                                                                                                                                                                                                                                                                   TERRACE                                                                                                                                                                                                                                      PLANTING



                                                                                                                                                               PATH
                B                                                                                                                                                                                                                                                                                               FRONT SETBACK – 6.0M UP TO 2 STOREYS 10.0M TO THIRD
                                                                                                                                                                                                                                                                                                                                                                           STOREY

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                                                                                                                           ES
                                                                                                                         SID




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              18
                                                                                                                                                                                           ROBE




                                                                                                                                                               BED 2                                                                                                                                                                                                                                                                                                                                                       16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17

                                                                                                                                                                                                                                          BATH
                        8240




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         15

                                                                                                                                                                                                                 BED 3                                                                                                                                                                                                                                                                                                 14

                                                                                                                                                                                                                                                                                                                                                                                                           PANTRY                                                                                                     13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    12
                                                                                                                                                                                                                                                                                         ENTRY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EN
                                                                                                                                                                                                                                                                                                                PLANTER                                                                                                              ROBE                                                                         11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              KF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                  DRYING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OC
                                                                                                                                                                                                                                                                                                                                                                                             Q
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Temp
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BL
                                                                                                                                                                                                                                                                                                                                                                                           BB
                                                                                                                                                               ENS                                                                                                                                                                                                                                                                                                                                        8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                 TERRACE                                                                                                                                          6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       45
                                                                                                                                                                                                                                      12 13 14 15 16 17 18 19 20 21 22
                                                                                                                                                                                                                                                                                                                 REAR SETBACK – 6.0M TO UP 2 STOREYS 8.0M TO THE THIRD                                                                                                            2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Fencing
                                                                                                                                                                                                                                                                                                                                        STOREY
                                                                                                                                                                                                   DP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      UP
                                                                                                                                                                                                                                                                                                   LIFT
                                                                                                                                                                                                                                                                                                                                                                                                                                                        SERVICES
                                                                                                                                                                                                                                                                          UP
                                                                                                                                                       SERVICES
                                     E




                D
                                   NC




                                                                                                                                                                                                                                        11 10 9   8   7   6   5   4   3    2    1
                                 FE
                                 K
                               OC
                            BL




                                                                                                                                                                                                                                                                                                                                                                           REAR SETBACK – 6.0M TO UP 2 STOREYS 8.0M TO THE THIRD STOREY
                             G
                         ITIN
                       IS
                     EX




                                                                                                                                                                                                                   PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                               PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     C71.1
                                                                                                                               14
                                                                                                                                                        1000




                                                                                                                                                                                                                          14
                                                                                                                                                                                        RAMP
                                                                                                                                                                                                                                                                                                                                                      6000




                                                                                                                                                8505                                                                                      6325                                                                6325                                                                  6325                                                       6205



                                                                                                                                                                                                                                                                                                                                                             LINE
                                               DIESEL FIRE PUMP LOCATION                                                                                                                                                                                                                                                                           SEWER
                                                 WITH 1m CLEARANCE ALL
                                                                                                                                                               LAWN -                                                                                                                                                                                                                       LAWN
                                                         ROUND                                                                                                 U2/U3                                                                                                                                                                                                                        -U1                                                                                                                                                                                          LOT 1-RP66483 & LOT 1-
                                                                                           1                                                                                                              2                                                                          3                                                          4                                                                   5                                                     6                                                                                                             RP70165,217-219 GYMPIE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TERRACE, NOOSAVILLE 4567
                                                                                                                                                                                                                                                                                                                                                             NEW BLOCK FENCE
                                                                               EXISITING 2.8m BLOCK FENCE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AREA: 1084.9m2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CLIENT: The A-team Property Group                                                                                                 PROJECT: INFINITY
                                                                                                                                                                                                                 www.chriscloutdesign.com.au                                                                                                           GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                       Use written dimensions only. DO NOT scale drawings. Contractors                                                        SITE ADDRESS: Lot1-RP66483 & Lot1-RP70165,217-219 Gympie Terrace, Noosaville 4567
                                                                                                                                                                                                                 PO BOX 135, NOOSAVILLE, QLD 4566                                                                                                      to verify all dimensions on site prior to commencing works. Site
                                                                                                                                                                                                                 E: [email protected]                                                                                                       location in accordance with engineers details. These drawings are to                                                   DRAWING TITLE: LEVEL 1
                                                                                                                                                                                                                 P: (07) 54748 107                                                                                                                     be read in conjunction with engineers design and details, the
                                                                                                                                                                                                                                                                                                                                                       accompanying building specification and schedule of finishes. If in                                                    DATE: 07/08/19 SCALE: 1 : 100                                                                            @ A2 DRAWN BY:                      C.CLOUT
                                                                                                                                                                                                                 F: (07) 54748 108     BSA LICENCE: 1127508
                                                                                                                                                                                                                                                                                                                                                       doubt, please request clarification. DO NOT ASSUME.                                                                    ISSUE: PRELIMINARY TENDER ISSUE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C3.1 [E]

Page 28

                                                                       mcnab construction
                                                             Construction Management Plan
                                                                      for Infinity Apartments
Appendix 3 - Tree Protection Plan




                                    05-DOC-001 Rev 0 - Construction Management Plan p14 of 16

Page 29

                                                                                                                                                                                                                                                                                                                                                                                                                                                              SMH
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SL 1.68
                                                                                                                                                                                                                                                                                                                                                                                                                                                              IL 0.40




                                                                                                                                                                                                                                                                                                                                                                                                                                    1.95

                                                                                                                                                                                                                                                                                                                                                                                                                                    electricity pole
                                                                                                                                                                                                                                                                                                                                                                                                                                    #P739658




                                                                                                                                                                                                                                                                                                                                                  light pole

                                                                                                                                                                                                                                                                                            tennis court




                                                                                                                                                                                                                                          light pole
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.42

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.28                      1.51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.40                  1.53
                                                                                                                                                                                                  1.73                                                                                                                                                                                                                                                                                                                               bus
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FH
                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.54                                                                          stop
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              bus                                                                   1.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              electricity pole                   1.50                  1.72
                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              #P759394

                                                                                                                                                                                                                                                                                                                                                               CE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.37                                                            1.52

                                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                                                            RR
                                                                                                                                                                                                                                                                                                                                                                                                                                                  carpark             1.47
                                                                                                                                                                                                                                                                                                                                                                                                                                  1.50                                                            EPL

                                                                                                                                                                                                                                                                                                                                                         T E                                                                                                    telstra             1.54                          1.59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BUP9704
                                                                                                                                                                                                                                                                                                                              P IE                                                        1.59                                    1.42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                pit                                      1.68

                                                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                                                                                                                           GY
                                                                                                                                                                                                                                                                                                                                                                                                                                  1.41     1.53                                    1.65
                                                                                                                                                                                                                                                                                                                                                                                                                           1.44
                                                                                                                                                                                                                                                                                                                                                                                                      1.48
                                                                                                                                                                                                                                                                                                                                                                                                                                   conc. 1.56                                                                                    BUILDING VIEWED FROM THE WEST
                                                                                                                                                                                                                                                                                                                                                                                                                    1.56           driveway
                                                                                                                                                                                                                                                                                                                                                                          1.58          1.49                                                                                                              1.69
                                                                                                                                                                                                                                                                                                                                                                                                                                  1.57
                                                                                                                                                                                                                                                                                                                                                                                               1.56




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                w
                                                                                                                                                                                                                                                                                                                                                                                                        conc.    1.59
                                                                                                                                                                                                                                                                                                                                                                                                                                             1.66
                                                                                                                                                                                                                                                                                                                    1.65                                                                                driveway
                                                                                                                                                                                                                                                                                                                                              carpark




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   roof RL 13.46
                                                                                                                                                                                                                                                                                                                                                                                                   1.62




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 w




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              w
                                                                                                                                                                                                                                                                                                                                                                                          WM                         1.65
                                                                                                                                                                                                                                                                                                                           1.55                           1.68
                                                                                                                                                                                                                                                                                     ng                                                                                                                                                                        1.77                                             1.68




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                w
                                                                                                                                                                                                                                                                              a   rki                                                 1.65
                                                                                                                                                                                                                                                                                                      carpark
                                                                                                                                                                                                                                               em
                                                                                                                                                                                                                                           lin                                                                                                                                      e
                                                                                                                                                                                                                                                                                  1.62                                                                                          lin
                                                                                                                                                                                                                                                                                                                                                                         a   ry
                                                                                                                                                                                                                                                                                                                                                                      nd




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 w
                                                                                                                                                                                                                                                                                                                                              1.65




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    w
                                                                                                                                                                                                                                                                                                                                                                  u
                                                                                                                                                                                                                                                                                                                                                             bo
                                                                                                                                                                                                                                  1.67                                                                                                                                                                                         1.75                                            1.76
                                                                                                                                                                                                                                                                      1.56
                                                                                                                                                                                                                                                                                                                            a   th                        1.62
                                                                                                                                                                                                                                                                                                                         ep




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  w
                                                                                                                                                                                                                                                                                     1.65                         r et




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                w


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         doors
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         sliding
                                                                                                                                                                                                                                                                                                                nc
                                                                                                                                                                                                                    1.63
                                                                                                                                                                                                                                  1.56
                                                                                                                                                                                                                                         1.54                                                              co
                                                                                                                                                                                                                                                                                                                                       e
                                                                                                                                                                                                                                                                                                                                   lin
                                                                                                                                                                                                                                                         conc.    1.65                                                        n ce
                                                                                                                                                                                                                                                                                                                           fe
                                                                                                                                                                                                                                                         driveway                                                                                                                        1.74




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  w
                                                                                                                                                            1.66                                                                                                                                                                                                                                                                           1.75
                                                                                                                                                                                               carpark                                                  1.67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              w
                                                                                                                                                                                                                                  telstra pit




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                w
                                                                                                                                                                                                                                                                                                1.67                                                                                                                                                                                          1.70
                                                                                                                                                              1.64                                                                                 1.70
                                                                                                                                                                                                                                                                                   1.69




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL 7.08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    floor
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   fencelin e
                                                                                                                                                                                                               tree                                                                                                                                                                                                                                                                1.81
                                                                                                                                                            1.58                                                                         1.75
                                                                                                                                                             1.54                                                                                                                                                               1.69




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      floor
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RL 4.49
                                                                                                                                                              1.67                                                                                                                                                                                                                                 1.75
                                                                                                                                                                                                                                                                                                1.66                                                                                                                                                                                       clump
                                                                                                                                                                          tree                                                                                                                                                                                                                                                                                                             palms
                                                                                                                                                                                     1.71                                                                                                                                                                                                                                                     1.75                                         d600                           SMH
                                                                                                                                                                                    1.72                                                                                                                                                                                                                                                                                                                                  SL 1.87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.80                          1.78     IL -1.09
                                                                                                          electricity pole                                                                      1.83                                                                                                                                              1.73
                                                                                                          #16841
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.00

                                                                                                                                                                                                                                  0                                                                                                                                                                     1.68                                                      1.69
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      clump
                                                                                                                                                                                                                              SP133489                                                                1.68                                                                                                                                                                            trees
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      d1200
                                                                                                                                                                                                                                                                              1.69                                                                                                                                                                                                                                1.98
                                                                                                                                                                                                                    RL 5.77
                                                                                                                                                                                                RL 8.77




                                                                                                                                                                                                                                                                                                                                                        1.65                                                                                                                               1.82                                      2
                                                                                                                                                                                                                    floor




                                                                                                                                                                                                                                                                                                                                                                                                                                   1.63
                                                                                                                                                                                                floor




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ne
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          e li                                                RP66851
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   fe   nc
                                                                                                                                                                                                          balcony
                                                                                                                                                                                     balcony




                                                                                                                                                                                                                                                                                                 1.69

                                                                                                                                                                                                                                                                                                                                                                                           1.66
                                                                                                                                                                                                                                                                                                                                                                                                                                              2.00
                                                                                                                                                                                                                                                                                                                                                                                                                                         mango
                                                                                                                                                                                                                                                                              1.77                                                                                                                                                       d800
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Tree Protection Zone
                                                                                                                                                                   eaves RL 11.64




                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                          w




                                                                                                                                                                                                                              w




                                                                                                                                                                                                                                                                                                                                            1.67
                                                                                                                                                                                    w




                                                                                                                                                                                                                                                                                                                                                                                               1.56
                                                                                                                                                                                                                                                                                                                                                                                                          1.58
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Established 5m radius
                                                                                                                                                                                                                                                block wall 1.8 to 2.8m high




                                                                                                                                                                                                                                                                                                                                                                                                                                                        RP70165
                                                                                                                                                                                                                                                                                                                                         1.75                                                                                                            from tree.
                                                                                                                                                                                                                                                                                                                                                                          1.50


                                                                                                                                                                                                                                                                                              1.67
                                                                                                                                           eaves RL 13.78




                                                                                                                                                                                                                                                                                                                                                    h
                                                                                                                                                                                                                                                                                                                                                hig            apx SMH position plotted from
                                                                                                                                                                                                                                                                                                                      1.48                m
                                                                                                                                                                                                                                                                              1.68                                               ll   2 .8                     DBYD (under timber deck)
                                                                                                                                                                                                                                                                                                                               wa                              (access denied on 28.08.18)
                                                                                                                                                                                                                                                                                                                          ck
                                                                                                                                                                                                                                                                                                                      blo                                                                                               flo
                                                                                                                                                                                                                                                                                                                                                               BU                                                          or
                                                                                                                                                                                                                                                                                                                                                                 IL D                                          L5             R
                                                                                                                                                                                                                                                                                                                                                                     IN                                          .5 8
                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                       G
                                                                                                                                                                                                                                                                              1.66                                                                      V IE
                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                      SP288943                                   ED
                                                                                                                                                                   BUILDING VIEWED FROM THE EAST                                                                                                                                         FR
                                                                                                                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                                                                                                                     M
                                                                                                                                                                                                                                                                                                                            TH
                                                                                                                                                                                                                                                                                                                               E
                                                                                                                                                                                                                                                                                                             NO
                                                                                                                                                                                                                                                                                                               RT
                                                                                                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                                                                                       W                                                                                  w
                                                                                                                                                                                                                                                                                                ES
                                                                                                                                                                                                                                                                                                   T

                                                                                                                                                                                                                                                                                                                                                                      w
                                                                                                                                                                                                                                                                                                                                                                                                    w
                                                                                                                                                                                                                                                                                                                                              w
                                                                                                                                                                                                                                                                                                                                                                                   w                      ea
                                                                                                                                                                                                                                                                                                                                                                                                             ve
                                                                                                                                                                                                                                                                                                                                                                                                   RL           s
                                                                                                                                                                                                                                                                                                                       w
                                                                                                                                                                                                                                                                                                                                                                                           2.8        1
                                                                                                                                                                                                                                                                                                                                                         w                                     0

                                                                                                                                                                                                                                                                                                     flo
                                                                                                                                                                                                                                                                                                        or
                                                                                                                                                                                                                                                                                            L8             R                    w
                                                                                                                                                                                                                                                                                              .5 9




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           The A Team Property Group
                                                                                                                                                                                                                                  Telecommunications Line
                                                                             AV
                                                                                     Air Valve
                                                                                                                 FH     Fire Hydrant                          T
                                                                                                                                                                       Tree                                                                                                                                                                                                                                                                                                                                                                                                          CLIENT
                                                                             BM
                                                                                     Bench Mark
                                                                                                                  GRATE

                                                                                                                  GATE
                                                                                                                      Stormwater Grate
                                                                                                                                                             TE
                                                                                                                                                                       Telstra Pit
                                                                                                                                                                                                                                  Sewer Line
                                                                                                                                                                                                                                  W ater Line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT
MURRAY &
                                                                             CP      Control Point                     Gate                                  TPL
                                                                                                                                                                             Telstra Pillar
                                                                                                                  S                                                                                                                Fenceline                                                                                                                                                                                                                                                                                                                                       Notes: Contour Interval is 0.1 metres. Underground services have been           Datum:                                       Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Contour & Detail Survey of                                                                                                                                    F.W.         CAC
                                                                             ELP                                       Sign                                 WM
                                                                                     Elect. Light Pole                                                                       W ater Meter                                                                                                                                                                                                                                                                                                                                                                                                     located from visible surface features only . A Dial Before You Dig   PSM 75737
                                                                                                                                                                                                                                   Electricity
                                                                                                                                                                                                                                                                                                        REVISIONS




                                                                             EMH                                    GAS
                                                                                     Electricity Manhole                                                    WV                  W ater Valve                                                                                                                                                                                                                                                                                                                                                                                                  search should be performed before the commencement of any            RL 1.433                                            03.09.18
                                                                                                                          Gas Infrastructure
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Lot 1 on RP66483 & Lot 1 on RP70165                                    excavation work. The property boundaries shown have not fully        Form 6 Dated 27.08.18   F.Bk         -

ASSOCIATES                                                                   PP
                                                                             EPL
                                                                                     Power Pole
                                                                                     Electricity Pillar
                                                                                                                  SMH

                                                                                                                  SV
                                                                                                                          Sewer Manhole
                                                                                                                          Scower Valve
                                                                                                                                                                                                                                  Gas Line
                                                                                                                                                                                                                                   Edge of Bitumen
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       217 - 219 Gympie Terrace, Noosaville
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              been investigated for the purposes of this survey. For an accurate
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              determination of the boundaries, an Identification survey will be
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              required.                                                            Drawn:         CAC      Level Bk             File
SURVEYORS & TOWN PLANNERS          ACN 075 543 154
                                                                              EPIT
                                                                                     Electricity Pit              SWMH
                                                                                                                                                                                                                                  Tree line
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             L.G.A. Noosa shire Council                                                                                                                                    Acc. Bk                      61915
                                                                                                                          Stormwater Manhole                                                                                      Underground Electricity

Murray Building,15-17 Currie St. Nambour Ph.(07)5441 2188 P.O. Box 246                                                                                                                                                            Stormwater                                                                                                                                                                                                                                                                                                                                                                                                                                               Scale                Job & Plan No.
Branch Offices at Maroochydore Caboolture Chinchilla Roma Gympie & Emerald
                                                                                                                                                                                                                                  Overhead Powerline
                                                                                                                                                                                                                                                                                                                           NO.                                               DESCRIPTION                                              DATE           INIT.                                                                                                                            Licd. Surveyor                     Ian Smith                                                                   A1 1:200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  61915 DTM

Page 30

                                                                          mcnab construction
                                                                Construction Management Plan
                                                                         for Infinity Apartments
Appendix 4 – Environmental Management Plan




                                       05-DOC-001 Rev 0 - Construction Management Plan p15 of 16

Page 31

                                                                         mcnab construction
                                                                          07-DOC-003 Rev 4




Environmental
Management Plan
For
Infinity Apartments – Gympie Tce
Noosaville
 Rev Date       Revision Description           Prepared       Reviewed      Approved
 1   11/11/2019                                HSEQ Team                    Steve
     9:59:14 AM                                                             O'Connor




Infinity Apartments – Gympie Tce Noosaville Environmental Management
Plan                                                                           Page 1 of 39

Page 32

                                                                                                                         mcnab construction
                                                                                                                          07-DOC-003 Rev 4




Contents
1  Introduction .................................................................................................................................... 4
 1.1    Company Information ............................................................................................................. 4
 1.2    Environmental Policy .............................................................................................................. 5
 1.3    Purpose of Environment Management Plan........................................................................... 6
2 EMP application and authorisation................................................................................................. 7
 2.1    Client / project specific requirements .................................................................................... 7
 2.2    Application .............................................................................................................................. 7
 2.3    EMP Authorisation .................................................................................................................. 7
 2.4    Distribution ............................................................................................................................. 7
 2.5    Revision ................................................................................................................................... 7
 2.6    Legislation Requirements........................................................................................................ 8
3 Project Scope of works and site location. ..................................................................................... 10
 3.1    Site location .......................................................................................................................... 10
 3.2    Project Scope ........................................................................................................................ 10
4 Roles and responsibilities ............................................................................................................. 11
 4.1    Client representative ............................................................................................................ 11
 4.2    Construction Manager .......................................................................................................... 11
 4.3    Health, Safety, Environmental and Quality (HSEQ) Manager ............................................... 11
 4.4    Project Manager.................................................................................................................... 11
 4.5    Site Foreman/Manager ......................................................................................................... 12
 4.6    McNab Personal .................................................................................................................... 13
 4.7    Subcontractors and Suppliers ............................................................................................... 14
 4.8    Delegation of Authority ........................................................................................................ 14
5 Implementation ............................................................................................................................ 15
 5.1    Overview ............................................................................................................................... 15
 5.2    Environmental Site Procedures ............................................................................................ 15
 5.3    Monitoring ............................................................................................................................ 16
 5.4    Consultation / Notification ................................................................................................... 16
6 Environmental incident – emergency procedures........................................................................ 17
 6.1    Definitions ............................................................................................................................. 17
 6.2    Environmental incident procedure ....................................................................................... 18
 6.3    Environmental complaints procedure .................................................................................. 18
7 Potential Environmental Incidents / Complaints .......................................................................... 20
 7.1    Noise and Vibration .............................................................................................................. 20
 7.2    Fuel or Oil Spill ...................................................................................................................... 20
 7.3    Cultural heritage items ......................................................................................................... 20
 7.4    Acid Sulphate soils ................................................................................................................ 20
 7.5    Dispersive soils ...................................................................................................................... 21
 7.6    Highly Erodible soils .............................................................................................................. 21



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  7.7   Vegetation disturbance......................................................................................................... 21
8 Environmental awareness............................................................................................................. 22
9 Monitoring .................................................................................................................................... 23
  9.1   Auditing ................................................................................................................................. 23
10 Appendix 1 – Environmental Site Procedures .............................................................................. 24
  10.1 Site establishment................................................................................................................. 24
  10.2 Community consultation....................................................................................................... 24
  10.3 Site Manager ......................................................................................................................... 25
  10.4 Erosion and sediment control ............................................................................................... 25
  10.5 Protection of Flora ................................................................................................................ 26
  10.6 Protection Fauna ................................................................................................................... 27
  10.7 Noise and vibration ............................................................................................................... 27
  10.8 Air emissions ......................................................................................................................... 28
  10.9 Waste Management (excluding soil) .................................................................................... 28
  10.10   Concreting ......................................................................................................................... 29
  10.11   On Site Hazardous / Dangerous Goods Management ...................................................... 29
  10.12   Site decommissioning ....................................................................................................... 31
  10.13   Site rehabilitation upon Practical Completion .................................................................. 31
  10.14   Water supply ..................................................................................................................... 32
  10.15   Restriction to vehicle access ............................................................................................. 32
  10.16   Containment of Fire Fighting Water and Chemical Foam................................................. 33
  10.17   Contaminated land............................................................................................................ 33
  10.18   Working within a water corridor....................................................................................... 34
  10.19   Fire Ants ............................................................................................................................ 35
  10.20   Weed Management .......................................................................................................... 36
11 Appendix 2 - Erosion and sediment control plan.......................................................................... 38
12 Appendix 3 - Rehabilitation Plan................................................................................................... 39




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1               Introduction
1.1             Company Information
Company Name:               McNab Developments (Qld) Pty Ltd

ABN:                        63 118 748 548

QBCC Licence:               1094350

Email:                      [email protected]

Web:                        www.mcnab.net.au

Head Office:                Level 1, 12 Neil Street
                            PO Box 2304
                            TOOWOOMBA QLD 4350
                            P: 07 4620 0700
                            F: 07 4638 7376

Brisbane Office:            Level 2, 10 Browning Street
                            PO Box 5054
                            WEST END QLD 4101
                            P: 07 3252 6900
                            F: 07 3846 7555

Gold Coast Office:          Suite 2, Level 1
                            16-18 Albert Avenue
                            Broadbeach Q 4218
                            PO Box 2304
                            TOOWOOMBA QLD 4350
                            P: 07 5629 0400
                            F: 07 3846 7555

Sunshine Coast Office:      Level 2, Tower 1 Kon-Tiki Building
                            55-59 Plaza Parade
                            Maroochydore Q 4558
                            PO Box 2304
                            TOOWOOMBA QLD 4350
                            P: 07 5408 2300
                            F: 07 3846 7555




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1.2           Environmental Policy




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1.3             Purpose of Environment Management Plan
This Environmental Management Plan (EMP) for Infinity Apartments – Gympie Tce Noosaville has
been prepared as a reference document. This document outlines the measures McNab will put in
place to manage any real or potential negative environment impacts throughout the construction
phase of the project.

The EMP is association with the Project Risk Register considers the environmental impacts and
details the control measure to be implemented to mitigate and manage the adverse impacts.

The EMP has been developed specifically for the project and reflects current legislation
requirements, standards, and best practices.

The EMP is a reference document to ensure that the activities permitted during the construction
phase are undertaken in accordance with those conditions of the development approval which
regulate environmental issues during the construction phase.




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2     EMP application and authorisation
2.1             Client / project specific requirements
[EClientReq]

2.2             Application
This EMP is designed to achieve environmental best practices during the construction of Infinity
Apartments – Gympie Tce Noosaville and also meet the requirements of the Moreton Bay Regional
Council Development Approval.

2.3             EMP Authorisation
The Project Manager undertakes a risk assessment upon taking possession of the site. These
controls will be documented within the EMP by the Project Manager with assistance of the HSE
Team prior to mobilisation. All McNab project personnel are to ensure that their work activities and
those of consultants, subcontractors and suppliers are carried out in accordance with this EMP.

I, Steve O'Connor have reviewed this Environmental Management Plan and authorise its use for
Infinity Apartments – Gympie Tce Noosaville and hereby will implement all controls listed.

Name: Steve O'Connor Signature:                                   Date:

2.4             Distribution
This EMP is a Controlled Document.

The controlled document is stored electronically within the Job File. The printed copy should be
checked to see that the revision number is the same as the electronic version. The person in
possession of the physical copy is responsible for ensuring their copy is up to date. If in doubt,
please contact the Project Manager, or the HSEQ Manager.

2.5             Revision
The Project Manager will monitor the site and review the need for change or improvement to the
EMP in regard to:

      •     Senior Management Review
      •     Client comments, suggestions and special request
      •     Change in scope of work
      •     Project personnel suggestions and comments
      •     Necessity for corrective of preventative action, such as if an incident or near miss occurs
      •     Incidence and frequency of non-conformance
      •     Where latent conditions present themselves that weren’t considered during the site
            mobilisation (for example discovery of pests or historic artefacts).
      •     Results of internal audit, inspections or continual review
      •     Changes in legislation, standards or technology




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The Project Manager will consult with the HSEQ Manager for advice on how to manage the changes
and the best way to implement new processes.

2.6              Legislation Requirements
Environmental Management is subject to statutory control through various legislations and
associated regulations. Statutory control is also evidence in the various approvals, licences and
permits that may be necessary for the commencement and control of certain facets of the work.

This legislation includes:

Development Approval           The works will occur under a Development Approval issued by
                               Council. McNab controls measures outline these conditions.

Environmental Protection Act (Q) 1994
                              (The Act), imposes a general environmental duty (s319) on any
                              person engaged in an activity that has the potential to cause
                              environmental harm. The duty requires:
                              take all reasonable care and practical measure to prevent or
                              minimise environmental harm.
                              The Act also imposes a duty to notify (s320) upon any person who
                              becomes aware that their activities or the activities of somebody
                              working with them (including subcontractors) has caused or
                              threatens to cause environmental harm that is not trivial. The duty
                              to notify requires the individual to inform the regulator. All reports
                              will be made through the HSEQ Manager who will review the
                              internal incidents reports and decide whether they are trivial or not.

Environmental Protection Policies
                               The following regulation are to be abide by at all times:
                               Environmental Protection (Air) Policy 2008
                               Environmental Protection (Noise) Policy 2009
                               Environmental Protection (Waste Management) Policy 2009
                               Environmental Protection (Water) Policy 2009
                               Legislation prohibits material such as rubbish, scrap metal, building
                               waste, sawdust, solid or liquid waste and cement or concrete being
                               placed where they can be reasonably expected to move or wash into
                               a water body.
                               Legislation prohibits the release of sand, silt or mud into a
                               stormwater system of a water body.

Nature Conservation Regulation (Q) 2017
                              The clearing of vegetation and the movement of machinery have the
                              potential to disrupt and destroy faunal habitats. The Nature
                              Conservation Regulation 2017 aims to protect; prevent damage or
                              interfere with a nest or hollow used by a protected animal. A




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                               measure outlined in Appendix 1 should be taken to ensure no native
                               fauna is harmed during the works.

Planning scheme Policy         Preparations of Environmental Management Plans in
                               Appendix 1 outlines measures that will be taken to address all
                               environmental aspects outlined in this document

McNab plans to reduce or eliminate the potential for environmental impact on the site. Through the
implementation of this EMP, McNab endeavours to demonstrate compliance with the due diligence
provision and general environmental duty obligations in the applicable legislation. The Project Risk
Register contains the Environmental Aspects and Impacts and their controls measures, it also
indicates the applicable legislation (Refer to the Project Specific Project Risk Register for further
information).




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3     Project Scope of works and site location.
3.1             Site location
Lee Street, Caboolture Qld 4501

3.2             Project Scope
Refurbishment and extension of administration building.

The works for this project will include:

      •     Site Establishment; Civil Works; Concrete works; Structural Steel Installation; Roofing; Fit
            Out; Site Commissioning




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4     Roles and responsibilities
4.1             Client representative
McNab’s client, Hunter Hopkins has nominated name of Andrew Robinson as their environmental
representative.

The Environmental Representative is responsible for overseeing the Project Team implementation
performance and to facilitate compliance with this document and any environmental approvals.

4.2             Construction Manager
The Construction Manager is responsible for ensuring that construction activities are undertaken in
accordance with McNab’s stated Environmental Policy and Objectives and the provisions of the
Project EMP; and ensuring that all staff carrying out functions with may create a significant impact
on the environment are adequately trained.

4.3             Health, Safety, Environmental and Quality (HSEQ) Manager
The HSEQ Manager represents McNab on all environmental matters. The McNab HSEQ Manager is
responsible for:

      •     Assisting the Project Manager with the implementation of the EMP
      •     Providing support and technical assistance to the Project Team
      •     Assisting with all complaints received and guiding the outcome for all involved
      •     Monitoring the effectiveness of the Environmental System.

The McNab HSE Manager is authorised to ensure that all employees comply with the provisions of
the documented environmental management system and may issue directions to that effect.

4.4             Project Manager
The Project Manager reports to the Construction Manager and is responsible for ensuring that
effective environmental controls are implemented for the duration of the project.

Specifically, the Project Manager is responsible for:

      •     Developing the EMP in conjunction with the HSE Team
      •     Approving the EMP
      •     Reviewing, implementing and maintaining the provisions of the Project EMP
      •     Undertaking a review of environmental aspects at Project Start-up and completing a Site
            Environmental Checklist to confirm that fundamental requirements have been
            addressed
      •     Providing guidance, motivation and resources to achieve the provisions of the Project
            EMP.
      •     Ensuring that subcontractors and suppliers are aware of McNab’s Policy and Objectives,
            through conditions of contract and site inductions as applicable.




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      •     Establishing environmental controls, monitoring performance, keeping records and
            ensuring the scope and frequency of monitoring activity satisfies the requirements of
            the Project EMP.
            The Project Manager shall have sufficient authority and independence to:
      •     Identify and record any environmental problems
      •     Initiate solutions to these problems
      •     Stop the works, if such a decision becomes necessary, in order to prevent or mitigate
            adverse environmental conditions, or if corrective measures are not being carried out
      •     Identify and assess whether any departure from the Project EMP should be recorded as
            a Non-Conformance.

I, Steve O'Connor, will adhere to the relevant Environmental Legislation, Statutory requirements and
McNab’s Policies and Procedures set out in the Environmental Management System and will comply
with any reasonable environmental instruction.

I acknowledge receipt of and understand my responsibilities and agree to ensure an environmentally
responsible workplace is achieved and maintained.

Name: Steve O'Connor Signature:                                 Date:

4.5            Site Foreman/Manager
The Site Foreman/Manager will assist the project manager to:

      •     Ensure that all work under the Site Foreman/Manager’s control is undertaken in
            accordance with the statutory environmental requirements and the Project EMP.
      •     Identifying, recommending and initiating solutions to any Project environmental
            problem.
      •     Ensuring that all workers and subcontractors under the Site Foreman/Manager’s control
            are properly inducted in the requirements of the Environmental Policy and Objectives
            and the EMP and instructed to the following:
                    The role and environmental responsibilities of the job for they are engaged
                    The use an understanding of the environmental documentation for the work
                    Specific environmental procedures for the job.

I, Michael Burgoyne will adhere to the relevant Environmental Legislation, Statutory requirements
and McNab’s Policies and Procedures sect out in the Environmental Management System and will
comply with any reasonable environmental instruction.

I acknowledge receipt of and understand my responsibilities and agree to ensure an environmentally
responsible workplace is achieved and maintained.

Name TBA        Signature:                              Date:




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4.6            McNab Personal
All McNab Personnel are responsible for carrying out their work in accordance with the McNab’s
stated Environmental Policy and Objectives, the EMP and as instructed by the Foreman.

I will adhere to the relevant Environmental Legislation, Statutory requirements and McNab’s Policies
and Procedures sect out in the Environmental Management System and will comply with any
reasonable environmental instruction.

I acknowledge receipt of and understand my responsibilities and agree to ensure an environmentally
responsible workplace is achieved and maintained.

 Name (Block Letters)             Signature                         Date




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4.7             Subcontractors and Suppliers
All subcontractors and suppliers shall be responsible for ensuring all activities and materials comply
with the contract and Project Environmental Requirements.

4.8             Delegation of Authority
Any delegation of authorised and responsibilities contained in this EMP shall be in writing with
notification provided to the Environmental Representative upon request.




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5     Implementation
5.1            Overview
A site inspection of Infinity Apartments – Gympie Tce Noosaville identified environmental risks as
outlined below:

      •     Erosion and sediment releases from site
      •     Potential to introduce or spread weeds
      •     Generation of noise
      •     The generation of construction, general or other waste
      •     Inappropriate storage and handling of machinery and hazardous materials

5.2            Environmental Site Procedures
Construction can have the potential to disturb flora and fauna, generate nuisance air and noise
emissions and generate general and hazardous waste. McNab will ensure the below Environmental
Procedures are followed to ensure the risk is minimised or eliminated.

      •     Site Establishment / Prestart Environmental Briefing
      •     Community Consultation
      •     Site Management
      •     Erosion and Sediment Control
      •     Flora Protection
      •     Fauna Protection
      •     Noise and Vibrations
      •     Air Emissions
      •     Waste Minimisation and Management
      •     Concreting
      •     Storage of Hazardous Substances
      •     Contaminated Land
      •     Acid Sulphate Soils
      •     Water Quality
      •     Fire Ants (if applicable)
      •     Interaction with local community
      •     Heritage protection

The detailed environmental site procedures for each of the above mentioned sections can be found
within the Appendix 1.




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5.3            Monitoring
The responsibility for general environmental monitoring rest with all personnel engaged in the
project.

More specifically the HSE Team shall monitor each element of the construction process to ensure
that appropriate environmental controls are in place. The HSE Team shall undertake Compliance
Audit Inspections [06.44] and random site audits, and direct action as may be considered necessary
to protect, minimise or rectify any environmental concerns.

5.4            Consultation / Notification
McNab undertake to advise adjacent property owners / managers prior to the commencement of
the workers the following:

      •     Project description
      •     Actions contained in the EMP to protect environmental values
      •     Details working times
      •     Existence of a complaints procedure
      •     Contact details for complaints.




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