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

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         2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED STORMWATER DRAINAGE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             126                                                                                                                                                                                   PROPOSED Ø150 PVC-O7 PN16 WATER MAIN


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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED Ø150 UPVC SEWER MAIN
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED SEWER MAIN MAINTENANCE HOLE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED SEWER MAIN MAINTENANCE SHAFT




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING UNDERGROUND STORMWATER DRAINAGE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING WATER MAIN




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                                                                                                                                                                                                                                                                                                                                                                                                    12                                                                                                                                                                                                                                                                                                                                                             EXISTING COMMUNICATIONS CABLES
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Shane Rynne
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING OVERHEAD ELECTRICAL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           I,............................................. of COVEY ASSOCIATES Pty. Ltd.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SURFACE CHANGE OF GRADE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             128                                                                                                               18-03-2025                                                                                     123
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  128                                                                                ON............................, CERTIFY that:                                                                                                                                 EXISTING SITE BOUNDARY




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1. This design drawing has been assessed in accordance with
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING TREES
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   requirements of the SEQ Code and Unitywater Standards;




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2. The construction of the works must only be undertaken in
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DESIGN SURFACE CONTOURS (1m INTERVALS)




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   accordance with this drawing; and




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3. No design Amendments are permitted either before or                                                                                                               10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               115INTERVALS)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING SURFACE CONTOURS (1m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   during construction without the approval of Unitywater.
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4. During construction, where required, Variation Notifications
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                                                                                                                                                                                                                                                                                                                                                                                                                                         12                                                                                                                        must be submitted in accordance with the A&C Manual.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                                                                                                                              NOTE:




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Check Site boundary dimensions from the Title plans
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ACR/MAJ
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                                                                                                                                                                                                                                                                                                                                                              ·   REFER TO SHEET C620 FOR SCHEDULE OF LIVE 9 WORKS                                                                                                                                                                                                                                                                                                                                                              Check Building Boundary clearances by set 

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