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Appendix I - Stormwater Management Plan

Attached to the e-mail MCU14/0083 Appendices.

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                                                                                                                                                                                                                                                                                                                                                                                                                              DRAINAGE CATCHMENT LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                           255.5               New Contours
                                                                                                                                                                                                                                                                                                                                                                                                                                                               New Drainage Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Catchment Areas

                                                                                                                                                                                                                                                                                                                                                                                                                                                               Gully Pit, Field Inlet,
                                                                                                                                                                                                                                                                                                                                                                                                                                                               Manhole, Headwall

                                                                                                                                                                                                                                                                                                                                                                                                                                                               New Pit No./Line No.


                                                                                                                                                                                                                                                                                                                                                                                                                                                               Existing Stormwater Pipe
                                                                                                                                                                                                                                                                                                                                                       BUNNINGS WAREHOUSE
                                                                                                                                                                                                                                                                                                                                                                                                                                           255.5               Existing Contours




                                                                                                                       SHOPPING PRECINCT




                                                                                                                                                                                                                                                                                                                                     NEW R                                                                                 CATCHMENT AREA TABLE
                                                                                                                                                                                                                                                                                                                                                   OAD
                                                                                                                                                           VE


                                                                                                                                                                                                                                                     18.0                                                                                                                                                                  CATCHMENT    AREA




                                                                                                                                                                                                                17
                                                                                                                                                          DRI




                                                                                                                                                                                                             .5
                                                                                                                                                                                                                                                                                                                                                                                                                                     C1            0.0101 Ha




                                                                                                                                                                                                        17
                                                                                                                                                                                                    .0
                                                                                                                                                                                                                                                                                                                                                                                                                                     C2            0.0097 Ha
                                                                                                                                                    WAY




                                                                                                                                                                                                                                                                                        .5
                                                                                                                                                                                                                                                                                      1818.5                                                                                                                                         C3            0.0084 Ha
                                                                                                                                                                                                                                                                                                                                                                                                                                     C4            0.0561 Ha
                                                                                                                                                                                                                                  18.5                                                                              54.
                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                                                                                                                                     C5            0.0386 Ha
                                                                                                                                                  GAT




                                                                                                                                                                                                                                                                               C3
                                                                                                                                                                                                                                                         C2
                                                                                                                                                                                                                                  C1                                                                         50
                                                                                                                                                                                                                                                                                                               .0
                                                                                                                                                                      17.0




                                                                                                                                                                                                                                                                                                                      19




                                                                                                                                                                                                                                                                                               45.0
                                                                                                                                                                                                                                                                                                                    .0




                                                                                                                                                                                                                                                                                    40.0
                                                                                                                                                                                                                                                                        35.0
                                                                                                                                                                                   17




                                                                                                                                                                                                                                                         30.0
                                                                                                                                                                                                                                           25.0
                                                                                                                                                                               .5




                                                                                                                                                                                                                                                  19.0
                                                                                                                                                                0.0




                                                                                                                                                                                                                           20.0
                                                                                                                                                                             5.0




                                                                                                                                                                                                         15.0
                                                                                                                                                                                            10.0
                                                                                                                                                                                        18


                                                                                                                                                                                                   18
                                                                                                                                                                                        0  .


                                                                                                                                                                                                   .5




                                                                                                                                                                                                                                                                                                                                        19.5
                                                                                                                                                                                                                                                                                                         C4
                                                                                                                                                                                                                                              C5
                                                                                                                                                                                                                                                                                                             20.0
                                                                                                                                                                                                                                                                                           19.5
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg




                                                                                                                                                                                                                                         20.0
                                                                                                                                                                                                                     19.5




                                                                                                                                                                                                                                               D
                                                                                                                                                                                                                                         SA ROA
                                                                                                                                                                                                        DI NOO
                                                                                                                                                                                                   EUMUN



                                                                                                                                                                                                                              CATCHMENT AREAS
                                                                                                                                                                                                                                     SCALE 1:1000 (A3)                                                                                                                                                                                                                PRELIMINARY ISSUE
                                                                                                                                                          CLIENT                                                                                                                                                                                       APPROVED                          SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                           LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
                                                                                                                                                              MOGPROP                                                                                                                                                                                                                      1:250   0   5   10   15   A1
                                                                                            PROJECT MANAGEMENT - ENGINEERING - PLANNING
                                                                                                                                                          MANAGEMENT PTY LTD                                                                                                                                                                                                               1:500                     A3                    DRAINAGE CATCHMENT PLAN
                                                                                            SUNSHINE COAST      MACKAY           CAIRNS                                                                                                                                                                                                                RPEQ
                                                                                            (07) 5493 3649      (07) 4957 4988   (07) 4041 5118                                                                      1      PRELIMINARY ISSUE                                                     07/08/14           RH      KP       JB        ----                                                                      DRAWING NUMBER                                                  REVISION

                                                                                            projexpartners.com.au                                                                                                    No.                                  Description                                 Date          Drawn   Design   Check     RPEQ                                                                                           205-002-C13.01                                   1
                                                                                                                                                                                                                  THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
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