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RFI - 20210153 Maple St SWMP

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S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         50      1017.970        1039.544    120.698
                                                                                                                                                                                                                                                            \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BASEMENT FFL 116.50
                                                                                                                                       \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                              4                                                                                                                                                                                                                                                                                              2
                                                            2. 4
                                                                                                                                                \                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         K

                                                          12 122.                                                                                                                                                                                                   10
                                                                                                                                                        \                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GROUND FFL 119.44                                                                                                                                                                                                    51      1015.668        1040.609    120.751
                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                                                                                                                                                119.2
                                                                                                                                                             \
                                                                                                                                                                                                                                                                                                                                                                                                                                                    32                         30




                                                                                                                                                                                                                                                                                                                                                                                                    119.4
                                                                                                                                                                                                                                                        \




                                                                                                                                                                    \
                                                                                                                                                                           \
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         52      1011.413        1042.577    120.634
                                                                                                                                                                                                                                                       \
                                                                             T




                                                                                                                                                                                   \
                                                                                                                                                                                           \




                                                                                                                                                                                                                                                                                                                                                                                      119.6
                                                                                                                                                                                                                                                    \




                                                                                                                                                                                                   \
                                                                                                                                                                                                           \
                                                                                                                                                                                                                                                                                                    %                                                                                                                                                           RW                                                                                                                                                                                                                                                       53      1009.769        1043.338    120.448
                                                                                                                                                                                                                                                                                             3.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           %
                                                                                                                                                                                                                   \
                                                                                                                                                                                                                                                                                                                                                                                                                     20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.8
                                                                                                                                                                                                                                                                                                                                         38                                                             19
                                                                                                                                                                                                                           \
                                                                                                                                                                                                                                                   \




                                                             6




                                                                                                                                                                                                                                                                                                                                                                 119.8
                                                         122.
                                                                                                                                                                                                                                   \
                                                                                                                                                                                                                                           E\




                                                                                                                                                                                                                                           \
                                                                                                                                                                                                                                                                                                                                                                                                                                                           31




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                                                                               21




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                        39



                                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                           0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MY
                                               122.6

                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         UNIT 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND:
                                                           W




                                                                                                                                                                                                                                       E




                                                                                                                                                                                                                                                                                                                120.2




                                                                                                                                                                           \ \ \ \ \ \ \                                                                                                                                                                                                                                                                                                                           BASEMENT FFL 116.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          113
                                                                  T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LL
                                                                                                                                                                 \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                           \ \ \ \




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    GROUND FFL 119.44
                                                                                                                                                                                                               121




                                                                                                   12                                                                                                                                                                                 11                                  14                                                                                                        22
                                                                                                                                                                            12
                                                           PP




                                                  8
                                                                                                                                            12




                                                 .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       9.
                                                                                                                                                                                                                                                                                 12
                                                                                                                      12




                                             122                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ADJACENT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .6
                                                                                                     1.                                                                                                                                                                                                       %                                         18                                                                                                                            %




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                         %
                                                                                   12




                                                                                                                                                                                                                                                                                                          4.9                                                                                                                                                                      2.8
                                                                             12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ST
                                                                                                                                                                               1.2
                                                                   12




                                                                                                                                                                                                                                                                                                                                   15                                                                                                                3.0
                                                                                                                                                1.4




                                                                                                        8
                                                                                                                                                                                                                   .0
                                                                                                                        1.6




                                                                                                                                                                                                                                                                                                                                         16 17
                                                                                    2.0
                                                                             2.2
                                                                    2.4




                                                                                                                                                                                                                                                            E




                                     OH
                                              122.8                                                                                                                                                                                                                                                                                                                                                                                         3.0%                                                                                                                                                                                                                                                                                        PROPOSED BOUNDARY
                                                                                                                                                                      \ \ \ \ \ \ \
                                                                       WM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                                                                                                                                                                                                                                                                                                                                                                                                     23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RW          29
                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    116.0               EXISTING MAJOR CONTOUR
                                                 W




                                                                                                                                                                                                                                                                                                                                                                                        UNIT 4                                                                                                                                                                                                                                          H

                                                                                                                                                                                                                                                                                                                                                                                                                     4.6%
                                                                                                                                                                                                                                                                                                                                                                                      FFL 120.45
                                      123.0                                                                                                                                                                                                                                                 13                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28




                                                                                                                                                                                                                                                                                                                                                                                                                                       119
                                                                                                                                                                                                                                                                            E




                                                                                                                                                                                                                                                                                                                                                                                                                                  %                                                                                                                                                                                                                                                                                                     EXISTING FENCE
                                                                                                                                                                                                                                                                                           IL:1




                                                                                                                                                                                                                                                                                                                                                                                                                            4.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           W
                                                     (                                                                                                                                                                                                                                                                                                                                                                                              25




                                                                                                                                                                                                                                                                                                                                                                                                                                         .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             27
                                                                                                                                                                                                                                                                                           19.3 S




                                                                                                                                                                                                                                                                                                                  120.4




                                        .2
                                   123
                                                          T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                               5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            \ \ \ \ \ \ \ \ \ \ \
                                  123.           (




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P
                                                                                                                                                                                                                                                                                                                                            119




                                       2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING KERB AND CHANNEL
                                                         (
                                                         (




                                                                                                                                                                                                                                                                                                                                              .6
                                                                                                                                                                 23




                                                                                                                                                                                                                                                                                                                                                                                                     UNIT 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               19
                                                                                                                                                              993




                                                                                                                                                                                                                                                                                                                                                                                                                                                           26
                                                                                                                                                            RP 3




                                                                                                                                                                                                                                                                                                                                                                                                   FFL 120.45             24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OE                  EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                      E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C5605
                                                                                                                                                                        3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                     RP99323                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E                   EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                      E
                                                          T




                                                                                                                                                                                                                                                                                                     S

                                                                                                                                                                                                                                                                                                                120.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW                  EXISTING STORMWATER
                                                                                                                                                                                                                                                                                                                                                    120




                                                                                                                                                                                                                                                                                                                          COMMUNAL
                                                                                                                                                                                                                                                                                                                                                        .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W                   EXSTING WATER
                                                                                                                                                                                                                                                                                                    E




                                                                                                                                                                                                                                                                                                                            AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S                   EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                        120
                                                                                                                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                            .2
                                                                                                                                                                                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING TELSTRA
                                                          T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    T

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING TREES
                                                                                                                                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    116.0               PROPOSED MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                 E




                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                    SP161937                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROPOSED MINOR CONTOUR
                                                          T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BUILDING SETBACK
                                                                                                                                                                                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RW          PROPOSED RAINWATER TANK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED FOOTPATH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED WALKWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2           0         2            4   6       8        10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SCALE                                                                            (metres)                                   PROPOSED BIO BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1 : 200 (FULL SIZE)


                                                                                                                                                                   North Point                                             Approved                                                                                                                                                                                                                                                                                                   Project Address                                                                                                                          Title
                                                                                                                                                                                                                           BEN PARRY
                                                                                                                                                                                                                           RPEQ 28084                                                                                                                                                                                                                                                                                                 45 MAPLE ST, COOROY, QLD 4563                                                                                                            SETOUT PLAN - GROUND FLOOR

                                                                                                                                                                                                                           For and on behalf of RECOR Pty Ltd.
                                                                                                                                                                                                                           Scale                                                                                                                                                                                       ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details                                                                                                                           PROJECT NAME:                                                Project Number                  Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                       SUNSHINE COAST | BRISBANE | SYDNEY
 B    28/04/23   RFI UPDATE                                                                                     QT               BP                                                                                                                                                                                                                                                                                   www.recorconsulting.com | ABN 89 647 469 707                                                                    MARK MELVILLE                                                                                                                            COOROY NDIS RESIDENTIAL 20210153                                                               A1
 A    28/03/22   MCU ISSUE                                                                                      JAC              BRP
                                                                                                                                                                                                                                                                                      AS SHOWN                                                                                     COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                                                                                            DEVELOPMENT             Drawing Number                                                        Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       043                                                                     B
                                                                                                                                                                                                                                                                                                                                                                                 drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description                                                           Drawn Check                                                                                                                                                     DO NOT SCALE, IF IN DOUBT ASK                                                                                                                                      the revision description.

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