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6.0 Civil Plans

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            RETAINING WALL (TOE OUT 1400-2000mm HIGH)
                                                                                                                          PIPE THROUGH RETAINING WALL
                                                                                                                                    DETAIL
                                                                                                                                                                                                                                                                                               TYPC
                                                                                                                                                                                                                                                                                                  I ALBLOCKWORKDETALIS


                                                                                                                                                                                                                                                                             WALL REINFORCEMENT SCHEDULE
                                                                                                                                                                                                                                                                             ·




                       WALL/PAVEMENT JOINT DETAIL




                                                                                                                                                                                                                                                                                                                                                                                                               Status:




                                                                 NOTES                                                                                                                                                                                          Client:   D. EJMONT                                      Designed:   SFD       Drawn:      IDS         Title:                                            Date: NOVEMBER 2021   Scale:  AS NOTED
Issue                       Amendment           Date       Dft   1. This is the property of the engineer, and may not be                                                       Sunshine Coast Office                     Bundaberg Office
  A     FOR APPROVAL                            04.11.21   IDS      used, copied, or reproduced wholly, or in part without the
                                                                    express permission of the engineer. Infringement in any
                                                                                                                                                                               L2, 13 Norval Court Maroochydore Q 4558
                                                                                                                                                                               PO Box 102 Mooloolaba Q 4557
                                                                                                                                                                                                                         66A Barolin Street Bundaberg Q 4670
                                                                                                                                                                                                                         PO Box 2052 Bundaberg Q 4670
                                                                                                                                                                                                                                                                Project: PROPOSED INDUSTRIAL DEVELOPMENT                 Approved:                                              SITEWORKS AND DRAINAGE                       Job Ref No:       Drawing No:  Issue:
                                                                    way may result in legal action.                                                                                                                                                                       LOT 2 & 3 TAYLOR COURT,
                                                                 2. Figured dimensions take precedence over scaled.
                                                                 3. Verify all dimensions on site.                               ACN 112761510 ABN 21112761510
                                                                                                                                                                 Engineering   P: 07 5477 6437
                                                                                                                                                                               E: [email protected]
                                                                                                                                                                                                                         P: 07 4154 4894
                                                                                                                                                                                                                         E: [email protected]
                                                                                                                                                                                                                                                                          COOROY
                                                                                                                                                                                                                                                                                                                                                                                SECTIONS AND DETAILS SHEET 2                SC-9199              C026         A
                                                                                                                                                                                                                                                                                                                                           TROY PAULSEN / RPEQ: 6990

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