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Appendix D- SWMP

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                                                                                                                                                                          FOR CONTINUATION REFER DWG DA.04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                        7 .2
                                             7.6                                                                                                                                                                                                                               7.4                                                                                                                                                             EXISTING                                                                  PROPOSED
                                                                                                     7.4
                                                                                                                                                                                                                                   PLANT                                                                                                                                                     C      T                                                                               PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                         CIN
                                                                                                                                                                                                                                                                                                                                                                                       RE
                                                                                                                                                                                                                                                                                                                                                                                                                                                         5.00                              CONTOUR                                5.00




                                                                                                                                                                                                                                                                                                         EX IL
                                                                                                                                                                                                                                                                                           7.6




                                                                                                                                                                                                                                                                                                          4.89



                                                                                                                                                                                                                                                                                                                                        EX 1650Ø
                                                                                                                                         7.6                                                                                                                                                                                                                                       P                                                                                                       BUILDING
                                                                                                                                                                                                                                                                                                                   T RE RK                                                                                                                                                                CONCRETE
                                                                                                                                                                                                                                                                                                                E N PA                                                                                                                                                                EDGE OF BITUMEN
                                                                                                                                                                                                                                                           7.6
                                                                                                                                                                                                                                                                                                             R C SS
                                                                                                                                                                                                                                                                         7.6
                                                                                                                                                                                                                                                                                                          J O INE                                                                                                                                                                             KERB




                                                                                                                                                                                                                    E.O.T.
                                                                                                                                                                  BUILDING
                                                                                                                                                                                       BASEMENT LINE UNDER
                                                                                                                                                                                                    7.6
                                                                                                                                                                                                                                                                                                        MA BUS7.6                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORM WATER MAIN
                                                                                                                                                               GROUND FFL 8.500                                                                                                                          5A                                                                                                                                                   W                          WATER MAIN                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                              S                          SEWER MAIN                                 S
                                                                                                                                                              BASEMENT FFL 4.900                                                                                                                                                                                                            7.6
                                                               BUILDING                7.6
                                                                                                                                                                                                                                                7.8                1050Ø RCP                                                                                                                                                                               RM                             RISING MAIN                              RM
                                                                                                                                                                                                                                                                   USIL 5.03
                                                            GROUND FFL 8.500
                                                                                                                                                                                                                                                                 R E NCT
                                                                                                                                                                                                                                                                   DSIL 4.91                                                                        7.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                              T                     TELECOMMUNICATIONS

                                                                                                                                                                                                                                                               NT ECI
                                                                                                                                                                                                                                                                                                                                                                                                                                                              E                        U/G ELECTRICITY
                                                           BASEMENT FFL 4.900                                                                                                                                                                                      L 39.3m
                                                                                                                                                                                                                                                             E
                                                                                                                                                                                                                                                            C PR                                                                                                                                                                                                                       O/H ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                   i 0.3%
                                                                                                                                                                                                                                                          R                                                                                                                                                                                                 II                               FENCE
                                                                                                                                                                                                                                                        JO TAIL




                                                                                                                                                                                                                                                                                                                                                                                              7.6
                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                      M RE         8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                              RET                     WALL             RETAINING WALL                    RET            WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SHORING WALL
                                                                                                                                                                                 7.8                                                                   5C                                                                                                                                                                                                                               TOP OF BATTER
                                                                                                                       7.8




                                                                                                                                                                                                                                                                                                                                              EX 1650Ø
                                                                                                                                                                                                                                                                                                                        IL 4.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FACE OF BATTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOE OF BATTER




                                                                                                                                                                                                                                                                                                                                                   150Ø uPVC
                                                                                                                                                                                                                             600Ø RCP
                                   7.8




                                                                                                                                                                                                       1  0                                                                                                                                                                                                                                                                              SWALE DRAIN
                                                                                                                                                                                                   SIN                       USIL 5.10                             8.2
                                                                                                                                                                                               BA                                                                                                                                                                                                                                                                                          EXISTING TREE
                                                             7.8                                                                                                                           BIO                8.0            DSIL 5.05 (MIN.)
                                                                                                                                                                                                                             L 4.0m                                                                                                                                                                                                                                                       EXISTING TREE
                                                                                                   8.0                                                                       Ø
                                                                                                                                                                          450                                                i 1.0%                                                                                                                                                                                                                                                      TO BE REMOVED
                                                                                             8.0




                                                           8.0                                                                                                                                                CONSTRUCT BIO BASIN.                                                                                                8.0
                                                                                                                                               8.0                                                            (AREA: 20m2 EACH)
                                                                                                                                                                   IN 9
                                                                                                                                                             BAS                                              REFER DWG DA.07 FOR
                                                                                                                                                       BIO




                                                                                                                                                                                                                                                                                                                                                         IL 4.78
                                                                                                                                                                                                              TYPICAL DETAIL




                                                                                                                                                                                                                                                                                                                                                                             7.8
FOR CONTINUATION REFER DWG DA.05




                                                                                                                                   8.2
                                                                     8.0




                                                                                              8.2        1050Ø RCP
                                                                                                           USIL 5.30
                                                                                                           DSIL 5.05
                                                                                                                             8.2
                                                                                                            L 81.7m
                                                                                                              i 0.3%




                                                                                                                                                                                                                                                                                                                  8.4




                                                                                                                                                                                                                                                                                                                                                                   IL 4.70
                                                                                 8.2




                                                                                                                                                                                                                                                                                                                                   .68
                                                                                                                                                                                                                                                                                                                              IL 4
                                                                                                                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                                                                                                             8.0 8
                                                                                                                                                                                                                                                                                                       7.8


                                                   8.2
                                        N8
                                   B ASI                                   8.2
                           BIO




                                                                                                                                                                                                                                                                                                      50Ø
                                                         CONSTRUCT BIO BASIN.




                                                                                                                                                                                                                                                                                                 . 16
                                                         (AREA: 20m2)




                                                                                                                                                                                                                                                                                                 EX
                                                         REFER DWG DA.07 FOR
                                                         TYPICAL DETAIL




                                                                                                                                                                                                                                                                                     7.6
                                                                                                                                                       NOOSA CIVIC
                                                                                                                                                     EXISTING CENTRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A      29.09.23 FOR APPROVAL                                             KC      LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ISSUE DATE                            AMENDMENT                           BY     APP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONSULTING PTY LIMITED 2018 ©




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


                                                                                                                                                                                                                                                             7.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CLIENT:




                                                                                                                                                                                                                                                                                                                                                                                                                                               NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSA CIVIC VILLAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RETAIL DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       28 EENIE CREEK ROAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOOSAVILLE, QLD 4566

                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STORMWATER TREATMENT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   - SHEET 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DESIGN: KC                 DRAWN:       KC        SCALES:       AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CHKD:                      APPRD:                 DATE:

                                                                                                                                                                                                                                                                                                                                                                                                                                                                            mpn JOB                DRAWING No.                                       REV
                                                                                                                                                                                                                                                                                                                                                                                                               0    2    4     6    8    10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        9954 DA.06     A
                                                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:200 (A1) 1:400 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FOR APPROVAL
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