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Appendix H - Engineering Services Report Part 2 of 2

Attached to the e-mail MCU14/0083 Appendices.

of 11

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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




                                                                                                                                                                                                                                                                                                                                                                                                                                 C1            0.0101 Ha




                                                                                                                                                                                                             .5
                                                                                                                                                                                                     17
                                                                                                                                                                                                 .0
                                                                                                                                                                                                                                                                                                                                                                                                                                 C2            0.0097 Ha
                                                                                                                                                      Y




                                                                                                                                                                                                                                                                                     .5                                                                                                                                          C3            0.0084 Ha
                                                                                                                                                   EWA




                                                                                                                                                                                                                                                                                   1818.5
                                                                                                                                                                                                                                                                                                                                                                                                                                 C4            0.0561 Ha
                                                                                                                                                                                                                               18.5                                                                              54.
                                                                                                                                                                                                                                                                                                                      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




                                                                                                                                                                                                                                               ROAD
                                                                                                                                                                                                      D                 I NOOSA
                                                                                                                                                                                                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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