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Appendix D- SWMP

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LEGEND                            PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9.0




                                                                                                                                                                                                                                                     9.4
                                                                                                                                               9.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY BOUNDARY
9.8                                                                                                                                                                                                                                                                                                                      9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                         9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               5.00                                                                          5.00

                                                                                                                                                                                                                                                                               RMU                      TFMR                                                                                                                              9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                            9.2
                                                      9.6                                                                                                        9.4                                                                          9.2                                                                                                              9.2                                                                                                             9.0                                                                                                                                                                          EDGE OF BITUMEN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONCRETE INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SW                        STORM WATER MAIN
                                                9.6                                                                                                                                                   9.4                                                                                                         9.2                                                                                                                   9.0                                                                                                                                                                                         W                          WATER MAIN                                      W
      9.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S                          SEWER MAIN                                      S
                                                                                                                                                                                                                                                                                                                                                                                          9.0                                                                                                                                                        8.8
                                                                                                                                                     9.4                                                                                                           9.2                                                                                                                                                                                                                                                                                                                                                           RM                             RISING MAIN                                   RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    T                     TELECOMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E                        U/G ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             O/H ELECTRICITY
                              PRECINCT BOUNDARY LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9.0                                                                                                                       II                               FENCE
                                                                                     9.6                                                                                                                                                                                                                                                                                                                                                 750Ø RCP
                                                                                                                                                                                                                                                                                                                                     9.2                                                                                                                                                                                                                                                                            RET                     WALL             RETAINING WALL                         RET            WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                         USIL 5.71                                                                     900Ø RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        USIL 5.62                                                                                                                             SHORING WALL
                                                                                                                                                                                       9.4                                                                                                                                                                                                                                               DSIL 5.64
                                                                                                                                                                                                                                                                                           CONSTRUCT BIO BASIN.                                                                                                                                                                                                         DSIL 5.49                                                                                                                             TOP OF BATTER
                                                                                                                                                                                                                                                                                                    (AREA: 20m2)                                                                                                                         L 22.7m
                                                                                                                                                                                                                                                                                                                                                                                                       9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                         i 0.3%                                                                          L 43.2m                           8.8                                                                                               FACE OF BATTER
                                                                                                                                                                                                                                                                                           REFER DWG DA.07 FOR                                                                                                                                                                                                             i 0.3%                                                                                                                             TOE OF BATTER
                              9.6                                                                                                                                                                                               9.2                                                              TYPICAL DETAIL                                                            9.0                                                                                                                                                         8.8
                                                                                                                9.4                                                                                                                                                                                              9.2                                                                                                                                                                                                                                                                                                                                           SWALE DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.0
                                                                                                                                                                                                                  9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING TREE
                                                                                                                                                                                                                                                                 600Ø RCP
                                                                                                                                                                                                                                  9.4                                                                                                                                                                                                                                                                                                                                                                                                                          TO BE REMOVED
                                                                                                                                                                                                                                                                 USIL 6.18
                                                      9.6                                                                                                                                                                                                        DSIL 5.73                                                           9.2                                                                                                                  9.0
                                                                                                                                                                                                                                                                 L 56.5m
                                                                                                                                                                                                                                                                                                                                                 BIO BASIN 2
                                                                                                                                                                                                                                                                 i 0.8%
                                                                         9.6




                                                                                                                                                                                                                                                                                                                                                         9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.8
                                                                                                                                                                                                                                9.2
                                                                                                                                         9.2




                                                                   9.4
                                                                                                                                                                                                                    9.2
                                                                                                                                                                                                                                                                                                                                                                BASEMENT LINE UNDER                                                                                                                                                                                            8.6
                                                                                                 BIO BASIN 1




                                                                                                                                                                                                                                                                                                                                                                                                8.8
                                                                                                                                                                                                                                                    9.0




                                                                                                                                                                                                      9.2
                                            CONSTRUCT BIO BASIN.
                                                      (AREA: 20m2)
                                            REFER DWG DA.07 FOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOR CONTINUATION REFER DWG DA.04
                                                  9.2                                                                                                                                                                                                                                                                                                                                                                                                                                          600Ø RCP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                PODIUM PLANTER 1
                                                  TYPICAL DETAIL
                                                                                                                                                                             9.0




                                                                                                                                                                                                                                                           9.0             RAMP                   8.8
                                                                                                                                                                                                                                                                                                                                                               RAMP               8.8                                 8.8                                                                8.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               USIL 5.64 8.6                                                     8.6
                                                                                                                                                                           8.8




                                                                                                                                                                                                                                                                                                                   8.8                                                                                                                                                                         DSIL 5.62 (MIN.)
                  9.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               L 5.5m
                                                                                                                                                                                                                                                                                                                                                                           8.6                          CONSTRUCT PODIUM PLANTER                                                               i 0.3%                                          8.4




                                                                                                                                                                                                                                                                         8.8
                                                                                                                                                                                                                                  8.8                                                                                                                                                                    OVER BASEMENT ROOF SLAB.
                                                                                                                                                                                                                                                                                                                                                                                                                       (AREA: 20m2)
                                                                                                                                                                                                                                                                                                                                                                                                              REFER DWG DA.07 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                    TYPICAL DETAIL
                                                                                                         9.0




                                                                                                                                                                           8.6




              9.0
                                                                                                     8.8                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.2

                                                                                                                                                                                                                                                                                                                                                                                                                            8.4
                                                                                                                                                                                                                                                                                            8.6                                8.4
                                                                                                                                                                           8.4
                                                                                                                                                                                                            8.6

                                                                                                                                                                                                                                                             8.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.2
      8.8                                                                      8.6                                                                                                                                                                                                                                                                                   8.2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0          2    4       6            8      10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.0                                                                                                                                                                          SCALE 1:200 (A1) 1:400 (A3)
                                                                                                                                          BASEMENT LINE UNDER
                                                       8.4                                                                                                                                                                                                                           8.2                                                                                                 8.0
                                                                                                                                                                                                8.2                                                                                                                                                                                                                                                                                                                                                  7.8
                                                                                                                                                                                                                                                                                                           8.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BOULEVARD
                                                             8.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (PRIVATE ROAD)
                                                                                                                                                                                                                          8.0
                                                                                                                                                                                                                                                                                                                                                 7.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             A      29.09.23 FOR APPROVAL                                                  KC      LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ISSUE DATE                             AMENDMENT                               BY     APP

                                                                                           8.0                                                                                                                                                                                                                                                                                          IL. 5.45                                              7.8                                                                                                                                                                                                  COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                         7.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONSULTING PTY LIMITED 2018 ©



                                                                                                                                                                                                                                                                                                                                           7.6                                                                                                                                                                                                                                 7.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ABN: 39 062 191 799
                                                                                                                                                                                 7.8                                                                                                                                                                                                                                                                                                                                                                                                                                                        Level 4, Building 3, Kings Row Office Park,                             P: 61 7 3335 4555
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            42 McDougall Street, Milton, Qld, 4066                         E: [email protected]

                                                                                                                                                                                                                                                                               EXISTING STORMWATER PIPES                                                                                                                                                                                                                                                                                                                                    CLIENT:
                                                                                                                                                                                                                                        7.6                                         AND STRUCTURES TO BE                                                                                                                          7.6
                                                                                                                                                                                                                                                                                        REMOVED (TYPICAL)                                                                                                                                                                                7.4
                                                                                                                                                                                                                                                                                                                                                   7.4
                                          7.8                                                                                                                                                 IL 5.67 IL 5.67                                              EX. 900Ø                                                                                                          IL 5.51                  IL 5.49                             EX. 900Ø                                                                                     IL. 5.37




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NOT FOR CONSTRUCTION
                                                                                                                                                                                  .68                                                                                                                                                                                                                                                                                                                                                                 IL. 5.3
8.0




                                                                                                                 7.6
                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                                                                                             5
                                                                                                                                                                            IL
                                                                                                                                                                       Ø
                                                                                                                                                                   00
                                                                                                                                                           E   X.
                                                                                                                                                                  9                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSA CIVIC VILLAGE
                                                                                                                                                          Ø
                                  EXISTING BIO (AREA: 120m )             2
                                                                                                                                                     .9
                                                                                                                                                       00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RETAIL DEVELOPMENT
                                     TO BE PROTECTED AND                                                                                        EX                                                                                                                                                                                                                                                                                                                                                                                                               RAMP
                                 RECONSTRUCTED WITH NEW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      28 EENIE CREEK ROAD
                                                                                                                                                                                   EX. 600Ø




                                                                                                                                               7.4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSAVILLE, QLD 4566
                                                    WALLS.
                              REFER DWG DA.07 FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCT PODIUM PLANTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER TREATMENT PLAN
                                                                                                                                                                                                                                                                                                           7.6




                                                                                                                                     5.73                                                                                                                                                                                                                                                                                                                                           OVER BASEMENT ROOF SLAB.
                                                                                                                                IL                                                                                                                                                                                                                                                                                                                                                                (AREA: 10m2)                       PODIUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PLANTER 2                                                                                                            - SHEET 1
                                                                                                                                                                                                                                              7.4




                                                                                                                                                                                                                                                                                                                                                                                                                7.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REFER DWG DA.07 FOR
                                                                                                                                                                                                                                                                         7.6
                                          7.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                    7.4
                        7.8                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TYPICAL DETAIL                                                                                                                               DESIGN: KC                 DRAWN:       KC             SCALES:       AS SHOWN
                                                                                                                         WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CHKD:                      APPRD:                      DATE:
            7.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  mpn JOB                DRAWING No.                                            REV




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW
                                                                                                               IL 5.20




                                                                                           EXISTING
                                        Modified
                                                                                                                         RET




                                                                                           BIO BASIN 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9954 DA.03     A




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.4
                                         B/R
                                                             7.4




                                                                                                                                                                                                                                                                                                                          7.4
                                                                                                                         WALL




                                                                                                                                                                                                                                                          FOR CONTINUATION REFER DWG DA.05                                                                                                                                                                                                                                                                                                                                                      FOR APPROVAL
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