RFI - Attachment 3 - Stormwater Management Plan

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              22.INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF INTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
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                                                                                                                                                                                                                                                                                                                                                         CLIENT DETAILS:                                                                                                                                                                                                                             PROJECT ADDRESS:                                                                                                                                                                                                                                                           APPROVED BY:                                                         PROJECT NAME:




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW SOCIAL HOUSING DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TITLE:                                  STATUS:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           55 CARPENTERS ROAD                                                                                                                                                                                                                                                                        ROAD AND DRAINAGE                       FOR APPROVAL - NOT FOR
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            COOROY, QLD, 4563                                                                                                                                                                                                                                                                        LAYOUT PLAN                             CONSTRUCTION




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           © ABN 89 647 469 707                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            JARO BAULEKA
             75 NOOSA DRIVE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RPEQ: 20693
                                                                                                                       01               05/09/22                         FOR APPROVAL ISSUE                                                                                                           JAC             MVP                      JB        SCALE:
          NOOSA HEADS, QLD 4567                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CPEng
              +61 7 5211 1003                                                                                      REV                   DATE                                                                  DESCRIPTION                                                                     DWN                    CHK                      APP
                                                                                                                                                                                                                                                                                                                                                                                                                                                        1:1000                                                                                                                                                                                                                                                                                                                                                                                                                                             DATE: 05/09/22
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER:                         PROJECT NUMBER:                 SHEET REV:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SIZE:
          RECORCONSULTING.COM                                                                                                                                                                                                        REVISIONS
                                                                                                                                                                                                                                                                                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     010                                     21020                           A1 01




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