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6.0 Civil Plans

of 13
                                                                                                                                                                                                                                                                           PROPOSED INDUSTRIAL DEVELOPMENT
                                                                                                                                                                                                                                                                              LOT 2 & 3 TAYLOR COURT, COOROY
                                                                                 Engineering                                                                                                                                                                                                     for D EJMONT


                                                              N




                       SITE LOCATION PLAN                                                                                                                                                                                                     ≥         ≤




                       CIVIL DRAWING INDEX




                                                                                                                                                                                                                                                                                                                                                ≥




                        SITE DESCRIPTION




                            LEVEL DATUM




                                                                                                                                                                                                                                                                                                                                                                                   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:                                              DRAWING INDEX AND                 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
                                                                                                                                                                                                                                                                                                                                                               STANDARD NOTES                   SC-9199              C001         A
                                                                                                                                                                                                                                                                                                                          TROY PAULSEN / RPEQ: 6990

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Page 2

                                                                                                                                                                                                                                                                                                                                                                               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:                                              CONSTRUCTION MANAGEMENT PLAN            Job Ref No:       Drawing No:  Issue:
                                                       way may result in legal action.
                                                                                                                                                    Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                    2. Figured dimensions take precedence over scaled.
                                                    3. Verify all dimensions on site.                               ACN 112761510 ABN 21112761510
                                                                                                                                                                  E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                             COOROY                                             TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                            SC-9199              C005         A

Page 3

         EROSION AND SEDIMENT CONTROL PROGRAM                                 EROSION AND SEDIMENT CONTROL NOTES
                                                                                                                                                                                                                      DISCHARGE QUALITY NOTES


                                                                                                                                                                                                                           ·
                                                                                                                                                                                                                           ·
                                                                                                                                                                                                                           ·
                                                                                                                                                                                                                           ·

                                                                                                                                                                                                                           ·




                                                                                                                                                                                                                                                                                                                         TEMPORARY CONSTRUCTION
                                                                                                                                                                                                                                                                                                                         ENTRY/EXT SEDIMENT TRAP


                                                                                                                                                                                                                          ORDER OF CONSTRUCTION




                                                                                                                                                                                                                                                       WARNING




                                                                                                                                                                                                                                                                                                                        TYPICAL SILT FENCE DETAIL




                                                                              HOLD POINT




                                                                                                                                                                                                                                                                                                                             FIELD INLET PROTECTION




                                                                                                                                                                                                                                                                                                                          GULLY INLET PROTECTION




                                                                                                                                                                                                                                                                                                                                                                                     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:                                              EROSION AND SEDIMENT CONTROL             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
                                                                                                                                                                                                                                                                                                                                                          NOTES AND DETAILS                       SC-9199              C010         A
                                                                                                                                                                                                                                                                                                                     TROY PAULSEN / RPEQ: 6990

Page 4

                                                                                                                                                                                                                                                                                                                                                                                          LEGEND




                                                                                                                                                                                                                                                                                                                                                                            Project North:



                                                                                                                                                                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                                                                                                                                            Scales:
                                                                                                                                                                                                                                                                                                                                                                                  0       2      4     6   8        10m     1:200 at A1
                                                                                                                                                                                                                                                                                                                                                                             A
                                                                                                                                                                                                                                                                                                                                                                                                                            1:400 at A3


                                                                                                                                                                  EROSION AND SEDIMENT CONTROL 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:                                              EROSION AND SEDIMENT                    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
                                                                                                                                                                                                                                                                                                                                                     CONTROL PLAN                        SC-9199                     C011           A
                                                                                                                                                                                                                                                                                                                TROY PAULSEN / RPEQ: 6990

Page 5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LEGEND




                                                                                                      33 STAFF          32  STAFF     31 STAFF         30STAFF         29STAFF      28 STAFF                                                                   27            26          25     24     23     22       21      20         19       18           17




                                                                                                                                                                                                                                                                              1          2      3      4      5        6       7               8    9           10




                                                                                                                                                                                                                                                                                                                                                                                     33
                                                                                                                                                                                                                                                                                                                                                                                      STAFF   32
                                                                                                                                                                                                                                                                                                                                                                                               STAFF   31
                                                                                                                                                                                                                                                                                                                                                                                                        STAFF   30
                                                                                                                                                                                                                                                                                                                                                                                                                 STAFF   29
                                                                                                                                                                                                                                                                                                                                                                                                                          STAFF   28
                                                                                                                                                                                                                                                                                                                                                                                                                                   STAFF   27       26   25   24   23   22   21   20       19       18           17    16    15     14                                      34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STAFF    35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STAFF   36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STAFF   37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STAFF   CA1



                                                                                                                                                                                                                                                              38
                                                                                                                                                                                                                                                               STAFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                    1    2    3    4    5    6    7             8   9            10    11    12     13




                                                                                                                                                                                                                                                                                                                                                                                                                                           38
                                                                                                                                                                                                                                                                                                                                                                                                                                            STAFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LOADING          ZONE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STAFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       38                MC   MC   MC   MC   MC   MC   MC        MC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KEY PLAN

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Project North:



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            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

Page 6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LEGEND




                                                                23            22                21                 20                19              18               17               16            15                14                                                                   34
                                                                                                                                                                                                                                                                                             STAFF    35
                                                                                                                                                                                                                                                                                                       STAFF   36
                                                                                                                                                                                                                                                                                                               STAFF   37
                                                                                                                                                                                                                                                                                                                       STAFF   CA1




                                                                4              5                 6                 7                      8          9                 10              11             12               13




                                                                                                                                                                                                                                                                                                                                                                                                   33
                                                                                                                                                                                                                                                                                                                                                                                                    STAFF   32
                                                                                                                                                                                                                                                                                                                                                                                                             STAFF   31
                                                                                                                                                                                                                                                                                                                                                                                                                      STAFF   30
                                                                                                                                                                                                                                                                                                                                                                                                                               STAFF   29
                                                                                                                                                                                                                                                                                                                                                                                                                                        STAFF   28
                                                                                                                                                                                                                                                                                                                                                                                                                                                 STAFF   27       26   25   24   23   22   21   20       19       18           17    16    15     14                                      34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STAFF    35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STAFF   36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STAFF   37
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STAFF   CA1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1    2    3    4    5    6    7             8   9            10    11    12     13




                                                                                                                                                                                                                                                                                                                                                                                                                                                         38
                                                                                                                                                                                                                                                                                                                                                                                                                                                          STAFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LOADING          ZONE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STAFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     38                MC   MC   MC   MC   MC   MC   MC        MC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     KEY PLAN

                                                                                                                                                                                                             LOADING                          ZONE                                                                                                                                                                                                                                              Project North:



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Scales:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1:125 at A1
                                                                                                                                                          STAFF




                                                                                                                                                                                       38                                     MC       MC                                                                                                                                                                                                                                                                         0                 1.25         2.5             3.75                5              6.25m
                                                                                                                                                                                                                                                 MC         MC        MC                                                                                                                                                                                                                             A
                                                                                                                                                                                                                                                                             MC        MC        MC                                                                                                                                                                                                                                                                                                                          1:250 at A3


                       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 2                                                                                                                                 SC-9199                                                              C021                        A
                                                                                                                                                                                                                                                                                                                                                       TROY PAULSEN / RPEQ: 6990

Page 7

                                                                                                                                                                                                                                                                                                                                                                         BIORETENTION NOTES




                             TYPICAL BIORETENTION BASIN OVERFLOW PIT DETAIL                                                                                                                                                                        TYPICAL BIORETENTION BASIN OVERFLOW PIT DETAIL
                                                                                                                                                                                                                                                                                                                                                                                        ≤
                                                                                                                                                                                                                                                                                                                                                                                            ≤




                       TYPICAL BIORETENTION UNDER-DRAIN CLEANOUT - IN BASIN DETAIL                                                                                                                                              TYPICAL BIORETENTION UNDER-DRAIN CLEANOUT - IN BASIN 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 1                SC-9199              C025         A
                                                                                                                                                                                                                                                                                                                            TROY PAULSEN / RPEQ: 6990

Page 8

            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

Page 9

                                                                                                                                                                                                                                                                                                                                                                                  LEGEND




                                                                                                                                                                                                                                                                                                                                                                     Project North:



                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                     Scales:
                                                                                                                                                                                                                                                                                                                                                                           0       2      4     6   8        10m     1:200 at A1
                                                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                                                                                                                     1:400 at A3


                                                                                                                                                                                                  PAVEMENT 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:                                              PAVEMENT PLAN                    Job Ref No:           Drawing No:  Issue:
                                                       way may result in legal action.
                                                                                                                                                    Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                    2. Figured dimensions take precedence over scaled.
                                                    3. Verify all dimensions on site.                               ACN 112761510 ABN 21112761510
                                                                                                                                                                  E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                             COOROY                                             TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                  SC-9199                     C030           A

Page 10

           DRIVEWAY NOTES




                                                                                                                 ISOLATION JOINT DETAIL (IJ)




                                                                                                                                                                                                                                                               STORMWATER PIT PAVEMENT
                                                                                                                                                                                                                                                                 REINFORCEMENT DETAIL




                                                                                                             EDGE THICKENING DETAIL (ET)




                                                                                                   TYPICAL ACO TRENCH DRAIN SECTION
                                                                                                                                                                                                                                                     STORMWATER MANHOLE PAVEMENT
                                                                                                                                                                                                                                                         REINFORCEMENT DETAIL




                       SAW CUT JOINT DETAIL (SCJ)




                                                                                            DRIVEWAY CROSS OVER - BREAKOUT TYPE                                                                                                                           CONCRETE KERB EDGE DETAIL

                       EXPANSION JOINT DETAIL (EJ)


                                                                                                                                                                                                                                                                                                                                                                                                  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:                                              PAVEMENT NOTES & DETAILS                 Job Ref No:       Drawing No:  Issue:
                                                                         way may result in legal action.
                                                                                                                                                                      Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                                      2. Figured dimensions take precedence over scaled.
                                                                      3. Verify all dimensions on site.                               ACN 112761510 ABN 21112761510
                                                                                                                                                                                    E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                                               COOROY                                             TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                                               SC-9199              C035         A

Page 11

                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                SIGNAGE AND LINEMARKING NOTES




                                   33
                                    STAFF   32
                                             STAFF   31STAFF      30
                                                                   STAFF   29STAFF    28STAFF                                           27         26         25        24         23      22        21         20         19        18           17      16        15      14                                      34
                                                                                                                                                                                                                                                                                                                     STAFF    35
                                                                                                                                                                                                                                                                                                                               STAFF   36
                                                                                                                                                                                                                                                                                                                                       STAFF   37
                                                                                                                                                                                                                                                                                                                                               STAFF   CA1




                                                                                                                                                    1         2          3          4      5          6         7               8    9            10      11         12     13




                                                                                                                                       38
                                                                                                                                        STAFF
                                                                                                                                                                                                                                          STAFF




                                                                                                                                                                                                                                                          38                     MC   MC   MC   MC   MC   MC   MC        MC




                                                                                                                                                                                                                                                                                                                                                                                                                                              Project North:



                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                                                              Scales:
                                                                                                                                                                                                                                                                                                                                                                                                                                                    0       2    4    6   8       10m    1:200 at A1
                                                                                                                                                                                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:400 at A3


                                                                                                                                                                                                           LINEMARKING LAYOUT 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:                                              SIGNAGE AND LINEMARKING PLAN                 Job Ref No:           Drawing No:  Issue:
                                                                          way may result in legal action.
                                                                                                                                                                             Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                                       2. Figured dimensions take precedence over scaled.
                                                                       3. Verify all dimensions on site.                                     ACN 112761510 ABN 21112761510
                                                                                                                                                                                           E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                                                      COOROY                                                                              TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                                                                                           SC-9199                 C040          A

Page 12

                                                                                                                                                                                                                                                                                                                                              MUSIC MODEL TREATMENT TRAIN EFFECTIVENESS




                                   MUSIC MODEL NODE LAYOUT                                                                                                                                                                                                                                    MUSIC MODEL BIO-RETENTION INPUTS                                                  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:                                              STORMWATER MANAGEMENT PLAN             Job Ref No:       Drawing No:  Issue:
                                                       way may result in legal action.
                                                                                                                                                    Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                    2. Figured dimensions take precedence over scaled.
                                                    3. Verify all dimensions on site.                               ACN 112761510 ABN 21112761510
                                                                                                                                                                  E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                             COOROY                                               TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                             SC-9199              C050         A

Page 13

                                                                                                                                                                                                                                                                                                                                                                                                                                LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                       19m SEMITRAILER VEHICLE DETAILS




                                   33
                                    STAFF   32
                                             STAFF   31STAFF      30
                                                                   STAFF   29STAFF    28STAFF                                           27         26         25        24         23      22        21         20         19        18           17      16        15      14                                      34
                                                                                                                                                                                                                                                                                                                     STAFF    35
                                                                                                                                                                                                                                                                                                                               STAFF   36
                                                                                                                                                                                                                                                                                                                                       STAFF   37
                                                                                                                                                                                                                                                                                                                                               STAFF   CA1




                                                                                                                                                    1         2          3          4      5          6         7               8    9            10      11         12     13




                                                                                                                                       38
                                                                                                                                        STAFF
                                                                                                                                                                                                                                          STAFF




                                                                                                                                                                                                                                                          38                     MC   MC   MC   MC   MC   MC   MC        MC




                                                                                                                                                                                                                                                                                                                                                                                                                                           Project North:



                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                                                           Scales:
                                                                                                                                                                                                                                                                                                                                                                                                                                                 0       2      4     6   8       10m    1:200 at A1
                                                                                                                                                                                                                                                                                                                                                                                                                                            A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1:400 at A3


                                                                                                                                                                                                                                                                                                                                                                                                                                           Status:
                                                                                                                                                                                            AV MOVEMENT PLAN - AV

                                                                       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:                                              VEHICLE MOVEMENT ANALYSIS                    Job Ref No:           Drawing No:  Issue:
                                                                          way may result in legal action.
                                                                                                                                                                             Engineering   P: 07 5477 6437                           P: 07 4154 4894                                  LOT 2 & 3 TAYLOR COURT,
                                                                       2. Figured dimensions take precedence over scaled.
                                                                       3. Verify all dimensions on site.                                     ACN 112761510 ABN 21112761510
                                                                                                                                                                                           E: [email protected]      E: [email protected]
                                                                                                                                                                                                                                                                                      COOROY                                                                              TROY PAULSEN / RPEQ: 6990
                                                                                                                                                                                                                                                                                                                                                                                                                                                        SC-9199                    C060          A

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