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Response to RFI Sewer & Water Network Plans · OPW25/0057

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Plans and drawings: the text below has words only, no drawings.

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Original PDF page 6, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                          IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                      CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                     AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                        ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                          COMMENCEMENT OF EXCAVATION




                                                                                                                           T
                                                                                                  ex FH
                                                                                                                      LLAC
                                                                                                                   NE
                                                                                                                DIA
                                                                                                                                                                                                                                                                                                                                    DIAN
                                                                                                                                                                                                                                                                                                                                         E    LLA C
                                                                                                                                                                                                                                                                                                                                                        T
                  LAKE
                    MACD




                                                          900
                                                                                                                                         ROAD 1
                      ONAL
                          D DR




                                                                                                                               FH                                                            FH                      FH                                            FH




                                                                                                1                                                                                    2                                                                                                                     3
                                                                                               3163m²                                                                               7854m²                                                                                                                9148m²




                                                                                                                                    FH
                                                                                                                                                                                                                                                                                                                                 LEGEND
                                                                                                                                                                                                                                                                                                                                                            0m
                                              ex FH                                                                                                                                                                                                                                                                                                    R4
                                                                                                                                                                                                                                                                                                                                                                 FIRE HYDRANT COVERAGE EXTENT
                                                                                                                                                                                                                                                                                                                                                                 (40m RADIUS CENTRED ON HYDRANT)


                                                                                                                                                                                                                                                                                                                                                                 PROPOSED ASPHALT ROAD

                  ex FH
                                                                                                                                                                                                                                                                                                                                                                 PROPOSED CONCRETE FOOTPATH

                                                                                                                                                                                                  100                                                                                                                                                            PROPOSED CONCRETE DRIVEWAY & CARPARKING
                                                                                                                                                                                                  1ha
                                                                                                                                                                                                                                                                                                                                                                 BIORETENTION BASIN FILTER SURFACE

                                                                                                                                                                                                                                                                                                                                                                 LANDSCAPE BUFFER

                                                                                                                                                                                                                                                                                                                                                                 PROPOSED STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                 PROPOSED Ø150 PVC-O PN16 WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                 PROPOSED DN180 PE100 PN16 WATER MAIN
                                                                                                                                                                                                                                              Shane Rynne
                                                                                                                                                                                                                                      I,............................................. of COVEY ASSOCIATES Pty. Ltd.                                              PROPOSED WATER VALVE
                                                                                                                                                                                                                                                                                                                                                                 PROPOSED FIRE HYDRANT
                                                                                                                                                                                                                                                              18-03-2025
                                                                                                                                                                                                                                                      ON............................, CERTIFY that:
                                                                                                                                                                                                                                                                                                                                                                 PROPOSED Ø150 UPVC SEWER MAIN
                                                                                                                                                                                                                                        1. This design drawing has been assessed in accordance with
                                                                                                                                                                                                                                           requirements of the SEQ Code and Unitywater Standards;                                                                EXISTING UNDERGROUND STORMWATER DRAINAGE
                                                                                                                                                                                                                                        2. The construction of the works must only be undertaken in                                                              EXISTING WATER MAIN
                                                                                                                                                                                                                                           accordance with this drawing; and
                                                                                                                                                                                                                                        3. No design Amendments are permitted either before or                                                                   EXISTING SITE BOUNDARY
                                                                                                                                                                                                                                           during construction without the approval of Unitywater.
                                                                                                                                                                                                                                        4. During construction, where required, Variation Notifications
                                                                                                                                                                                                                                           must be submitted in accordance with the A&C Manual.

                                                                                                                                                                                                                                                                                                           ACR/MAJ                                                    Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                                                                      Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                    2020-112
                                                                                                                                                                                                                                           SIGNED: .........................................................                                                          Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                                                      Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                      SCALE 1:500 (A1) - 1:1000 (A3)                  the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                                      services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                      contractor prior to commencement of works.
                                    WM




                                                                                                                                          Approved
Checked -    CT                                                                                                                                                                              Drawing title -              Project -     PROPOSED 1 INTO 3                                             Site -                                                         Project No.     233467       Sheet No.             C480
Design -    SK            Drawn -        SK
                                                                                                                                                                                             FIRE HYDRANT COVERAGE PLAN                 DEVELOPMENT                                                   62 LAKE MACDONALD DRIVE,                                       Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                     C480 FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                     COVERAGE PLAN            Issue :       A
Scales -    AS SHOWN                                                                                                                      COVEY ASSOCIATES PTY LTD   124 DUPORTH AVENUE                                   Client -
                                                                                                                                                                                                                                        NOOSA COUNCIL                                                 COOROY                                                          This Document is copyright and shall not be copied
                                                      A   16/05/2025   ORIGINAL ISSUE                      SK
                                                                                                                                          ABN 59 137 305 992         PO BOX 16                                                                                                                                                                                        without written approval, nor shall it be used except
Document Stage -              APPROVAL                                                                                                    (07) 5443 7777             MAROOCHYDORE QLD 4558                                                                                                                                                                            for the Development and the Site Specified.
                                                      Issue Date                        Description        By                             [email protected]
       c:\12dS\data\12dserver\233467_2957\dwg covey\OPW\uncontrolled\C480 FIRE HYDRANT COVERAGE PLAN.dwg                                                                                                                                                                                                                                                            Plot 1 July 2025 - 11:02 AM

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