Stormwater layout plans · MCU13/0092

                                                                                                                                                                                                                                                                                                                                             PROJECT TEAM
                                                                                                                                                                                                                                                                                                                                            Consulting Engineer:
                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                              CATCHMENT SUMMARY TABLE                                                                                                                 i consulting pty ltd
                                                                                                                                                                                                                                                                                                                                                                      engineering consultants
                                                                                                                                                                                                                                                                                                                                                                      innovation, ingenuity, inspiration
                                                                                                                                                                                                                                                           CATCHMENT PLAN              CATCHMENT PLAN
                                                                                                                                                                                                                                                        MINOR STORM EVENT Q20       MINOR STORM EVENT Q20      TREATED EVENT Q3 MONTH                                 L2 39 Sherwood Rd             PO Box 909
                                                                                                                                                                                                                              CATCHMENT    AREA       INTENSITY      DISCHARGE    INTENSITY      DISCHARGE    INTENSITY      DISCHARGE                                Toowong, Qld 4066             Toowong, Qld 4066
                                                                                                                                                                              DAV                                                                                                                                                                                     www.icubed.com.au             [email protected]
                                                                                                                                                                                 ID L                                                                                0.306 m3/s                  0.222 m3/s                  0.043 m3/s
                                                                                                                                                                                                                                                                                                                                                                      ABN 89 106 675 156            ACN 106 675 156
                                                                                                                                                                                     OW                                          A        0.3494 ha   315 mm/hr                   247 mm/hr                    63 mm/hr
                                                                                                                                                                                        WA                                       B        0.1023 ha   315 mm/hr      0.090 m3/s   247 mm/hr      0.065 m3/s    63 mm/hr      0.013 m3/s                               p 07 3870 8888                f 07 3870 8988
                                                                                                                                                                                          Y
                                                                                                                                                                                                                                 C        0.1893 ha   315 mm/hr      0.166 m3/s   247 mm/hr      0.120 m3/s    63 mm/hr      0.023 m3/s
                                                                                                                                                                                                                                 D        0.0094 ha   315 mm/hr      0.008 m3/s   247 mm/hr      0.006 m3/s    63 mm/hr      0.001 m3/s




                                                                                                   CATCHMENT B
                                                                  CATCHMENT C                                                                                                                                                                                                                                                             CATCHMENT LEGEND
                                                                                                                                                                                                                                                                                                                                          LINE                     DESCRIPTION

                                                                                                                                                                                                                                                                                                                                                                   FINSIHED SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                                                                                   CATCHMENT BOUNDARY



                                                                                                                                                  CATCHMENT A



                                    CATCHMENT D




                                                                         RUFOUS
                                                                                     STREET




                        CATCHMENT PLAN
                        1 : 500
                                           MIN.
                                     600




                                                                                                                                                                                                                                                                                                                                              B        CARPARK REMOVED                                 09.05.2013      T.J.S.
                                                                                                                                                                                                                                                                                                                                              A        FOR APPROVAL                                    14.03.2013      T.J.S.
                                                                                                                                                                                                                                                                                                                                            REV                  DESCRIPTION                             DATE           BY
                                                                                                                                                                                                                                                                                                                                           Status
                                                                                      INLET PIPE TO BE CONNECTED DIRECTLY INTO
                                                                                      TANK, WALL TO BE SEALED AS REQUIRED                                                                                                                                                                                                                        FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                               NOT TO BE USED FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                           Project

                                                                                                                                      450X450 CONCRETE PIT                                                                                                                                                                                   PROPOSED SHOPPING CENTRE
                                                                                                                                      WTH CONCRETE LID
                                               RAINWATER TANK                                                                                                                                                                                                                                                                                LOT 94 RUFOUS STREET,
                                      REFER STORMWATER PLAN FOR SIZING
                                                                                                                                                                                                                                                                                                                                             PEREGIAN BEACH
                                                                                                                                                 OVERFLOW PIPE TO MATCH SIZE OF                                                                                                                                                              for
                                                                                                                                                 INLET PIPE.REFER OUTLET SECTION              UNDER GROUND TANK
                                                                                                                                                 FOR FURTHER DETAILS                          CONFIGURATION NOT TO BE USED
                                                                                                                                                                                                                                                                                                                                             MULTISPAN AUSTRALIA Pty. Ltd.
                                                                                                           HI-FLOW MOZZIE STOPPA
                                                                                                           FLAP VALVE OR EQUIVALENT                                                           FOR ADJACENT TO STRIP FOOTING
                                                                                                                                                                                              FOUNDATIONS
                                                                                                                                                             RAINWATER TANK
                                                                                                                                                                                                                                                                                                                                           Title
                                                                                                                                                    REFER STORMWATER PLAN FOR SIZING
                                                                                                                                                                                                                                                                                                                                              CATCHMENT PLAN
                                                              OVERFLOW PIPE TO MATCH SIZE OF INLET PIPE.
                                                              REFER OUTLET SECTION FOR FURTHER DETAILS



                                                                                                                                                                                                                                                                                                                                           Drawn                        Date        Chkd                              Date
                                                              450X450 CONCRETE PIT
                                                              WTH CONCRETE LID                                                                                                                                                                                                                                                                      M.R.R.           19.02.2013              N.C.
                                                                                                                                                                                                                                                                                                                                           Design                       Date        Apprd                             Date
                                                                                                                                                                                                                                                                                                                                                    T.J.S.
                                                  PLAN VIEW                                                                                              SECTION VIEW                                                                                                                                                                      Scale                            A1      Certif                            Date
                                                                                                                                                                                                                                                                                                                                                    As indicated
                                                                                                                                                                                                                                                                                                                                           Project No.                              Dwg. No.                    Rev
10/05/2013 9:42:25 AM




                                  UNDERGROUND RAINWATER TANK                                                                                                                                                                                                                                                                                                       13-024                      C34                    B
                                                                                                                                                                                                                                                                                                                                          c These drawings remain the property of i³ consulting pty. ltd. and must not be
                                                                                                                                                                                                                                                                                                                                            copied in any format without the written permission of the owners of the copyright.