9307-OPW RFI 1 Civil Plans

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ! ! ! CAUTION ! ! !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REFER TO EROSION AND SEDIMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONTRACTOR TO CONFIRM THE DEPTH AND                                                  EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND                           PROPOSED




                                                                                                                                                                                                                                                                                                                                    6.0
                                              4.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONTROL PLAN ES.1.01 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PRELIMINARY EROSION AND               LOCATION OF ALL SERVICES PRIOR TO COMMENCING                                                                                 PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEDIMENT CONTROL MEASURES AND           ANY CONSTRUCTION WORKS OR ORDERING ANY                                                                                     EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.0                                     TEMPORARY SEDIMENT BASIN.                                MATERIALS.                                                                      5.00                           CONTOUR                                   5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            KERB AND CHANNEL
                                                                                                                                                                                                                                                        PERMANENT 1 IN 5 (MAX                                                                                                                                              D-D                                     HEAVILY                                                                                                                                                                                                                                                                                                                         SW                       STORM WATER MAIN
                                                                                                                                                                                                                                                      BATTER FROM PROPERTY                                                                                                     2                                       BE.2.01                                     VEGETATED
                                                                                                                                                                                                                                                    BOUNDARY TO TOP OF WALL.                                                                                            BE.2.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W                        WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                   II                                                                                                                                                                                                                                                                                                                                                 S                        SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                                                                                                                                                                                                  II                                                                                      TOW: 6.46                                                                                                                                                                                                                                                                                                   G                         GAS MAIN
                                                                                                                                                                                                                                                                                                                                                                   II                                           5.5                                                                       BOW: 4.96                                                                                                                                                                                                                                                                                                   T                   TELECOMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                             II
                                                                                                                                                                                                                                                                                                                                                                                                               RET          WALL
                                                                                                                                                                                                                                                                           Y
                                                                                                                                                                                                                                                                    BOUNDAR                                        II                                                                     WALL                                                                                                                                                                                                                                                                                                                                        FINISHED SURFACE                                                E                      U/G ELECTRICITY
                                                                                                                                                                                                                         PROPEIIRTY                                                 II                                                                             RET
                                                                                                                                                                                                                APPROVED                                                                                                                            WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                        II
                                                                                                                                                                                                                                                                                                                                   RET                                                                                                                                                                                                                                                                                                                                                                                                LEVEL                                                                                       FENCE
                                                                                                                                                                                                                                                                                                         WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          II
                                                                                                                                                                                                                                II                                                   RET                                                                                                                                                                                                                                                                                                                                                                          150 CONCRETE SLAB




                                                                                                                                                                                                                                                                                                                                                                                                                                                        RET
                                                                                                                                                                                                    II                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RET                     WALL        BLOCK RETAINING WALL                      RET       WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6.47
                                                                                                                                                                                                                                                                                                                               II
                                                                                                                                                                           II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MAX. 1.50m CONCRETE SLEEPER                                                                                                                                                                                                                                                                                SLEEPER RETAINING WALL                     RET       WALL
                                                          TOW: 4.79                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       100 CBR 15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.25
                                                                                                                                                                                                                                                                                                                                             TOW: 5.24                                     TOW: 5.51                                                                                                          RETAINING WALL TO BOUNDARY. REFER                                                                                                                                                                                       BULK EARTHWORKS                                                                         TOP OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                         WALL
                                                          BOW: 4.55




                                                                                                                                                                                                                                                                                                                                                                                                                                                         II
                                                                                                                                                                                                                                                       TOW: 5.20
                                                                                                                                                                                                                                                                                                                                             BOW: 4.95             3                       BOW: 4.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYPICAL SECTION DETAIL C-C ON DRAWING                                                                                                                                                                                   LEVEL                                                                                     FACE OF BATTER
                                                                                                                                                                                                                                                                                                                                                              SP322201
                                                                                                                                                                                                                                                       BOW: 5.00                                                                                                                                                                                                                                              BE.2.01 FOR ADDITIONAL INFORMATION                                                                                                                                                                                                                                                                             TOE OF BATTER




                                                                                                                                                                                                                                                                                                                               II
                                                                                                                                                     Emt AL SP322201
                                                                                                                                                                                WALL
                                                                                                     4.29




                                                                                                                                                                                                                TOW: 4.83                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWALE DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                              RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TYPICAL CARPARK WORKING PLATFORM DETAIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                II
                                                                                                                                                                                                                BOW: 4.83                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUBSOIL DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6.17
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOW: 5.85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BOW: 4.97                                                                                                                                                  N.T.S.                                                                                                                                         BULK EARTHWORKS LEVEL
                                                                                                                                                                                RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OUNDARY
                                                                                                  4.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CHANGE OF GRADE
                                                                          3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PR   OPERTY B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING                                                                                                                                                                                                                                                                                          BOREHOLE                             BH1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         II
                                                                   BE.2.01
                                                                                                                                                                                                                            CB
                                                                                                                                                                                WALL




                                                                                                                                                                                                                  t 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TEST PIT
                                                                                                                                                                                                                Em 32220                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              FINISHED FLOOR                                                                                                                                   TP1
                                                                                                                            4.38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5.0
                                                                                                                                                                                                                       SP                                                                                                                                                                                                                                                                               C-C                                                                                                                                                                                                                           LEVEL - FFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  100 CONCRETE SLAB                                                                                                                                                CUT AREA
                                                                                                                                                                                RET




                                                                                                                                                                                                                                                          Y                                                                                                                                                                                                                                            BE.2.01
                                                                                                                                                                                                                                                   BOUNDAR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          II
                                                                                                                                                              600Ø
                                                                                                                                                                                                                                     P R OP E RT Y                                                                                                                                                                                                                                                                                                                                                                                                                           25 SAND




                                                                                                                                                                                                                                                                                                                                                                                                               5.5
                                                                                                                                                                                                                            EXISTING                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BULK EARTHWORKS                                                                              FILL AREA
                                                                                                                                                                                                                                            ALIGNED)
                        4.0                                   TOW: 4.69                                                                                                                                                           (TO BE RE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PAD LEVEL - BEL
                                                              BOW: 4.45




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RET
                                                                                                                                          SW




                                                                                                                                                                                                          TOW: 4.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TYPICAL BUILDING WORKING PLATFORM DETAIL
                                                                                                                                                                                WALL




                                                                                                                                                                                                          BOW: 4.24




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WALL
                                                                                                   4.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N.T.S.
                                                                                                                                          COMP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TOW: 5.40
                   MAX. 600mm HIGH, BLOCK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BOW: 4.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FFL = FINISHED FLOOR LEVEL
                                                                                                                                                                                RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BEL = BULK EARTHWORKS LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         II
                   RETAINING WALL.
                                                                                                                                                                                                                4.5
                                                                                                                                                                                     4.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RET
                   DESIGN BY STRUCTURAL
                                                                                                                                                                                                   4.5




                   ENGINEER. REFER TO                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WALL LEVELS:
                                                                                                                                                                                WALL
                                                                                                                                           SW




                   SECTION B-B ON BE.2.01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TOW = TOP OF WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  APPROV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               II
                   FOR ARRANGEMENT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BOW = BOTTOM OF WALL
                                                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BOUNDII A WALL
                                                                                                              4.01




                                                                                                                                                                                RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TOB = TOP OF BLOCK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ED PRO
                                                                                                     4.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TOF = TOP OF FOOTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TRIM BACK TO STABLE
                                                                                                                                                                                                         TOW: 4.61




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RY
                                                                                                                                                                                WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     COMPACTED BATTER SLOPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PERTY
                                                                                                                                                                                                         BOW: 4.10                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTE: TOB ONLY PROVIDED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (TO BE R
                                                                                                                                           SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      G PROP
                                                     Cov J                       B-B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WHERE BLOCKWORK FINISHES
                                                                              BE.2.01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FILL
                                                                                                                                                                                RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OVER FILL BATTER SLOPE                            1                                                                                                        UNDER PAVEMENT.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      II
                                                    SP182845
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               N.S.
                                                                                                                                           COMP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ERTY BO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EALIGNE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TOW: 5.93                                                                                                 FOR DISTANCE SHOWN                          0.5
                                                                                                     EXISTING PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BOW: 4.92

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5



                                                                                                                                                                                                                                                                                                                                                                                                                                                                     II
                                                                                                                                                                                WALL




                                                                                                                                                                                                                                                                                                                                                              BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.5m
                                                                                               3.88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     UNDARY



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              II
                                                                                                                                                                                                                                                                                                                                                                   FFL 5.000                                                                                                                                                                                                                                        SP322201
                                                                                                                                                SW
                                                                                                                                                          SP322201
                                                                                                                                           Emt AO

                                                                                                                                                                                RET




  BIO-RETENTION SYSTEM, REFER                                                                                                                                                                                                                                                                                                                                      BEL 4.875                                                                                                                                                                                                 MAXIMUM 12 IN 3 BATTER INTERFACE
TO DRAWING SW.2.01 FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                          II                                                                                                  BETWEEN PLAY SPACE AND                                                                                                       PRIOR TO FILLING CUT 500mm INTO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5.20
                                                                          1                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SURFACE AS SHOWN
                                                                                                                                         COMP




 BLOCK RETAINING WALL AROUND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING BOUNDARY LEVELS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                  4.0




                                                                   BE.2.01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING SURFACE                                                                                                               CONSULTANT: MPN CONSULTING PTY LTD
                                                                                                                                                                                WALL




      BY STRUCTURAL ENGINEER.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4.98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONTACT: TOBY TAWDE MUSPRATT
                                                                                        3.91




 EARTHWORKS LEVEL (BEL) = 2.700                                                                                                                                                                          TOW: 4.47                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (RPEQ 24982)
    TOP OF FOOTING (TOF) = 3.000                                                                                                                                                                         BOW: 4.22
                                                                                                                                                                                                                                                                                                                                                          4                                                                                                              II                                                                                                                                                                                                        TYPICAL BATTER BENCHING DETAIL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TELEPHONE: (07) 3335 4595
                                                                                                                                                                                                                                                                                                    II
                                                                                                                                                                                RET




 TOP OF BLOCKWORK (TOB) =4.100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       II
                                                                                                                                           SW




      S S = VARIES AS INDICATED
     TOW                                                                                                                                                                                                 TOW: 4.40                                                                                                                           SP322201                                                                                                                                                                                                                                                                                                                              N.T.S.                                                                                                                                                             DATE 30/01/2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BEL: 4.90                                                                     BOUNDARY
                  CO                                          CO                                                                                                                                                                                                                                                                                                                                                                                                                FFL: 4.75                                                                     EX./FFL: 4.95
                       MP