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6.0 Civil Plans

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LOADING          ZONE




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38                MC   MC   MC   MC   MC   MC   MC        MC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KEY PLAN

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Scales:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0                 1.25         2.5             3.75                5              6.25m                    1:125 at A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1:250 at A3




                                                                                                                                                                                                                                                                                                                                                        STAFF
                       SITEWORKS AND DRAINAGE PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                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 PLAN                                                                                                               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
                                                                                                                                                                                                                                                                                                                                                                              SHEET 1                                                                                                                                 SC-9199                                                              C020                        A
                                                                                                                                                                                                                                                                                                                                     TROY PAULSEN / RPEQ: 6990

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