stormwater layout plans1 · MCU13/0092

                                                                                                                                                                                                                                                                                                                                                                        PROJECT TEAM
                                                                                                                                                                                                                                                                              95          725          95                                                              Consulting Engineer:
                                                                                                                                                                                                                                                       EXTERNAL SLAB
                                                                                                                                                                                                                                                                                                                                                                                                  3

                                                                                                                                                                                                             915
                                                                                                                                                                                                                                                                                                                                                                                                i consulting pty ltd
                                                                                                                                                                                                             725
                                                                                                                                                                                                                                                                                                                                                                                                 engineering consultants
                                                                                                                                                                                                                                                                                                                  SL82 MESH PLACED CENTRALLY,                                                   innovation, ingenuity, inspiration
                                                                                                                                                                                                                                                                                                                  50mm EDGE COVER                                                                L2 39 Sherwood Rd             PO Box 909
                                                                                                                                                                                                                                                                                                                                                                                                 Toowong, Qld 4066             Toowong, Qld 4066
                                                                                                                                                                                                                                                                                                                                                                                                 www.icubed.com.au             [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                 ABN 89 106 675 156            ACN 106 675 156
                                                                                                                 DETENTION BASIN                                                                                                                                                                                                                                                                p 07 3870 8888                 f 07 3870 8988
                                                                                                                 VOLUME = 85cu.m                                  615 x 615 WEBFORGE




                                                                                                                                                                                                                                  615
                                                                                                                                                                                                                                  725
                                                                                                                                                                                                                                         915
                                                                  300DIA RCP AT 0.5%                                                                              GRATE OR SIMILAR
                                                                                                                                  GRATED PIT           IL 8.990




                                                                                                                                                                                                                                                                                     50
                               1050 MANHOLE                                                                                          SL 9.815
                                                                                    IL 7.600
                                    DSIL 7.520




                                                                                                                                                                                                                                                                                                             75
                                                                                                                                                                    GRATE RECESSED WITH                                                                                       150         615        150
                                                                                                             8 CATRIDGE STORMFILTER                                 STEEL FRAME AS PER
                                                                                                             SYSTEM                                                 MANUFACTURES DETAIL

                                                                                                                                                                                                   FIELD PIT PLAN                                                             FIELD PIT SECTION
                         2            DETENTION BASIN 1
                                      1 : 100
                        C31                                                                                                                                               1            600X600 FIELD PIT
                                                                                                                                                                                       1 : 20




                                                     IL 8.990                                                                         IL 8.990




                                                                  8 CARTRIDGE STORMFILTER
                                                                  SYSTEM



                        IL 7.600                 140DIA ORIFICE
                                                 IL 7.720                                                                                                                          IL 5.850



                          5           DETENTION BASIN 1 SECTION                                                                                                                                             450DIA RCP AT 5.0%
                                      1 : 50


                                                                                                                                                                                                                                                     EXISTING SEWER MAIN




                                                                    IL 7.620

                                                                                                                 IL 7.430                                                                                      ROAD TO BE REINSTATED TO EXISTING
                                                                                                                                                                                                               STANDARD AFTER CONSTRUCTION




                                                                               DETENTION BASIN                                                                                                                                                          PP
                                                                               VOLUME = 100cu.m
                                                                                                                                                                                                                                                                                                CLEANOUT EXISTING PIPE AND
                                                                                                                              9 CATRIDGE STORMFILTER                                                                                                                                            RECONSTRUCT HEADWALLS AND
                                                                                                                                                                                        IL 5.300
                                                                                                                              SYSTEM                                                                                                                                                            APRONS

                                                                                                                            GRATED PIT
                                                                                                                            SL 8.350
                                                                                                                                                                                                      150 SHOT ROCK                 EXISTING DRAIN
                                                                                                  IL 5.850                                                                                            250 THICK
                                                                                                                                                                                                                                                                                                                                                                         B        CARPARK REMOVED                                 09.05.2013      T.J.S.
                                                                                                                                                                                                                                                                                                                                                                         A        FOR APPROVAL                                    14.03.2013      T.J.S.
                                                                                                                                                                                                                                                                                                                                                                       REV                  DESCRIPTION                             DATE           BY
                                                                                                                                                                                                                                                                                                                                                                      Status

                                                                                                                                                                         4             EXTERNAL STORMWATER WORKS                                                                                                                                                          FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                          NOT TO BE USED FOR CONSTRUCTION
                         3            DETENTION BASIN 2                                                                                                                 C31            1 : 100
                                                                                                                                                                                                                                                                                                                                                                      Project

                                      1 : 100
                                                                                                                                                                                                                                                                                                                                                                        PROPOSED SHOPPING CENTRE
                        C31                                                                                                                                                                                                                                                                                                                                             LOT 94 RUFOUS STREET,
                                                                                                                                                                                                                   BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                        PEREGIAN BEACH
                                                                                                                                                                                                                                                                                                                                                                        for
                                                                                                                                                                                                                                                                           ROAD TO BE REINSTATED TO EXISTING STANDARD
                                                                                                                                                                                                                                                                                                                                                                        MULTISPAN AUSTRALIA Pty. Ltd.
                                                                                                                                                                                                                                                                                      AFTER CONSTRUCTION

                                                                                                                                                                                                                                                                                                                                                                      Title
                                                                                                                                         IL 7.735
                                                      IL 7.430                                                                                                                                                                                                                                                                                                           STORMWATER DETAILS
                                                                                                                                                                                                 IL 5.850
                                       1460




                                                                                                                                                                                                                                                                                                                                          IL 5.300
                                                                   9 CARTRIDGE STORMFILTER                                                                                                                                                              450DIA RCP AT 5.0%                                                                           150 SHOT ROCK    Drawn                        Date        Chkd                              Date
                                                                   SYSTEM                                                                                                                                                                                                                                                                            250 THICK
                                                                                                                                                                                                                                                                                                                                                                               M.R.R           19.02.2013               N.C.
                                                                                                                                                                                                                                                                                                                                                                      Design                       Date        Apprd                             Date
                                                                                                                                                                                                                                                                                                                                                                               T.J.S.
                        IL 5.850                 145DIA ORIFICE
                                                 IL 5.970                                                                                                                                                                                                                                                                                                             Scale                            A1      Certif                            Date
                                                                                                                                                                                                                                                                                                                                                                               As indicated
                                                                                                                                                                                                                                                                                                                                                                      Project No.                              Dwg. No.                    Rev
10/05/2013 9:42:23 AM




                          6           DETENTION BASIN 2 SECTION                                                                                                           7            EXTERNAL PIPE SECTION                                                                                                                                                                                  13-024                      C32                    B
                                      1 : 50                                                                                                                                           1 : 50
                                                                                                                                                                                                                                                                                                                                                                     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.