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Civil plans

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     LEGEND

                                  CATCHMENT BOUNDARY




                                                                                                                                                                                                                                                                                                                              1/1




                                                                                                                                                                                                                                                                                                                                                                                                      2/1




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                                                                                                                                                                                                                                                                                                STRUCTURE NAME
        SW                SW      EXISTING STORMWATER
        SW                SW      PROPOSED STORMWATER




                                                                                                                                                                                                                                                                                                                                                         with HEAVY DUTY TRAFFICABLE GRATE




                                                                                                                                                                                                                                                                                                                                                                                                                                 with HEAVY DUTY TRAFFICABLE GRATE
                                  STORMWATER MANHOLE NUMBER

                                  ROAD FINISH SURFACE CONTOURS




                                                                                                                                                                                                                                                                                                                              900 x 600mm GRATED INLET




                                                                                                                                                                                                                                                                                                                                                                                                      900 x 600mm GRATED INLET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 900 x 600mm GRATED INLET
                 3.2
                                  Q2 FLOW PATH                                                                                                                                                                                                                                                  STRUCTURE DESCRIPTION




                                                                                                T
                                                                                               R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HEADWALL
                                                                                              U
                                  CATCHMENT AREA




                                                                                          O
                                                                                          C
                CA13              CATCHMENT NAME




                                                                                     R
                                                                                  O
                                                                                YL
                                                                               TA

                                                                                                                                                                                                            EXISTING EARTH                                                                                                                                                                    Q10 HGL
                                                                                                                                                                                                            BUND TO BE                                                                                                                                                                        (10% AEP)
                                                                                                                                                                                                            RETAINED

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DISCHARGE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING DRAINAGE
                                                                                                 CA01                                                                                                                                                                                                                                                                                                                                                                                                                   RESERVE
                                                                                              0.2668 ha

                                                                                          ROOFWATER
                                                                                          STUB




                                                                                                                                                   CA02
                                                                                                                                                 0.2558 ha


                                                                   900x600 GRATED INLET                                                   ROOFWATER
                                                                       WITH HEAVY DUTY                                                    STUB                                                                                                                                                  PIPE SIZE (mm)                                                                                375                                                                    (2x)300                                  (2x)375
                                                                     TRAFFICABLE GRATE                                                                                                                                                                                                                                                                                                         2                                                                        2                                        2
                                                                                                                                                                                                                                                                                                PIPE CLASS
                                                                                                                                                                                                                                                                                                PIPE GRADE (%)                                                                               3.73%                                                                   2.29%                                    1.08%
                                                                                     STORMWATER                                                                                             CA03                                                                                                PIPE SLOPE (1 in X)                                                                           26.8                                                                    43.7                                     92.4
                                                                                                                                                                                           0.1953 ha
                                                                                                 900x600 GRATED INLET                                                                                                                                                                           PIPE FLOW (cumecs)                                                                           0.109                                                                   0.228                                    0.367
                                                                                 CA04                                                                                           3m WIDE                                                                                                                                                                                                      0.339                                                                   0.293                                    0.365
                                                                                                     WITH HEAVY DUTY                                                                                                                                                                            CAPACITY FLOW (cumecs)
                                                                                0.4184 ha                                                                                       STORMWATER
                                                                                                   TRAFFICABLE GRATE
                                                                                                                                                                                DRAINAGE                                                                                                        FULL PIPE VELOCITY (m/s)                                                                      0.99                                                                    1.61                                     1.66
                                                                                                                                                                                EASEMENT                                                                                                        NORMAL DEPTH VELOCITY (m/s)                                                                   2.73                                                                    2.29                                     1.88

                                                                                                                                                                                                                                                                                                DATUM RL                                                 103.000




                                                                                                                                                                                                                                                                                                                                    120.299
                                                                                                                                                                                                                                                                                                                              0.900 119.940




                                                                                                                                                                                                                                                                                                                                                                                                       0.921 118.518
                                                                                                                                                                                                                                                                                                                                                                                                       0.942 118.315




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.450 117.697
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.450 117.563




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.800 117.510
                                                                                                                           STORMWATER
                                                                                                                                                                                                                                                                                                HGL ELEVATION
                                                                                                                                                                                                         900x600 FIELD INLET WITH
                                                                     ROOFWATER STUB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.800
                                                                     TO EXISTING PIT                                                                                                                     STUB TO LOT 3                                                                          DEPTH TO INVERT




                                                                                                                                                                                                                                                                                                                                                   119.697




                                                                                                                                                                                                                                                                                                                                                                                                         491597.375E 118.998 118.077
                                                                                                                                                                                                                                                                                                                                                                                                                             118.056




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                491623.560E 117.700 117.250
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    117.250




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         491627.006E 118.000 117.200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             117.200
                                                                                                                                                                                                       STORMWATER DISCHARGE TO                                                                  INVERT LEVEL OF DRAIN
                                                                                                                                                           STORMWATER                                  EXISTING DRAINAGE RESERVE




                                                                                                                                                                                                                                                                                                                               491565.427E 120.597
                                                              EXISTING                                                                                                                                                                                                                          DESIGN SURFACE LEVEL
                                                              FIELD INLET                                                                                                       DRAINAGE




                                                                                                                                                                                                                                                                                                                              7076057.002N




                                                                                                                                                                                                                                                                                                                                                                                                        7076027.494N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7076003.887N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7076000.811N
                                                                                                                                                                                RESERVE
                                                                                                                                                                                                                                                                                                SETOUT COORDINATES




                                                                                                                                                                                                                                                                                                                              0.000




                                                                                                                                                                                                                                                                                                                                                                                                        43.491




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               78.746




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        83.365
                                                                                                                                                                                                                                                                                                CHAINAGE                                                                                     43.491                                                                  35.255                                   4.619


                                                                                                                                                                                                                                                                                                LINE                                                                                                                                                    SW1


                                                                                                                                                                                                                                                                                                PROJECT:                                                                                                                                                                                                                                                   JOB NUMBER
REV DATE DESCRIPTION                                    BY   CHKD                                                                   SCALE                                                       APPROVED                                                                                                                                                                                                                                                                                                                                                        2023
 A   05-06-20    ORIGINAL ISSUE                         AD    CL
                                                                      DATUM               AHD                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHEET:   10   OF   ..
                                                                                                        0            10              20             30              40              50m
                                                                      DESIGN              AD                                                                                                  .................                                                                                                                                                                                                                                                                                                                                        DRAWING NUMBER          REV
                                                                                                                                                                                                                                                                                                DRAWING TITLE:
                                                                      DRAWN               AD                                                                                              Director: CAMERON LANDRETH
                                                                                                                                  SCALE 1:1000 A3
                                                                      DESIGN CHECK          CL                                                                                                   (RPEQ 19358)                       07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R10                A
                                                                                                                                                                                                                                    [email protected]      www.barlowshelley.com.au
                                                                                                      This drawing is not to be copied or amended without written permission from
                                                                      DATE             JUNE 2020      Barlow Shelley Consulting Engineers                                                                                           PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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