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Amended Approved Plans - OPW22-0166 · OPW22/0166

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                                                                                                                                                                                                                                                                                                               D                                                                                                       10




                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                 SP195871
                                                                                                                                                               E
                                                                                                                                                              S m
                                                                                                                                                                         ET
                                                                                                                                                                              W



                                                                                                                                                                       95 t N
                                                                                                                                                                   P1                                                                                                                                                                                         D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL WORKS TO BE CARRIED OUT IN STRICT




                                                                                                                                                                                                                                                                                                      13
                                                                                                                                                                         87                                                                                                                                                                                                                                                                                                                                                                              ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                            1                                                                                                                                                                           MH                              D                                                                                                                                                                COVE NOOSA RESIDENTIAL HIGH DENSITY




                                                                                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                    W
                                                                                                                                                                                                                        T                                                                                                                                                                                                                                                                                                                                ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
                                                                                                                                                                                             MH                         E                                                                                                                                           S
                                                                                                                                                                                                                                                W                                                                                                                                                                                                                                                                                                        DATED 21 JULY 2005 BY WBM OCEANICS.
                                                                                                                                                                                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                            S                       E




                                                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOTE:




                                                                                                                                                                                                                                                   14




                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                     S                                                                                                                                                                      D




                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                         Em                                                                                                                                                                                                                                                                                  -      REFER TO HYDRAULIC CONSULTANT'S
                                                                                                                                                                                                                                                                 SP1 t S                                                                                                                                                                                                                                                                                            DETAILS FOR ALL DOWNPIPE &




                                                                                                                                                                                                                                                                                                                                                                        13
                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                    958 P                                                                                                                                                                                                                                                                                           STORMWATER CONNECTIONS
                                                                                                                                                                                                                                                                       71                                                                                                                                                       MH
                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    (PLUMBING & DRAINAGE APPROVAL).




                                                                                                                                                                                                                                                                                                                                                                                                    11
                                                                                                                                                                                                                                                                                                                             MH                                                                                                                                                                                                                              -      ALL NEW BUILDING ROOFS TO BE PIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 D                                                                                                  TO RAINWATER HARVESTING TANKS




                                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FOR EVENTS UP TO 100 YEAR ARI VIA




                                                                                                                                                                                                                                                                                                                                                                              12
                                                                                                                                                                                                                                                                                                                                       PROPOSED STORMWATER PIT                                                                                                                                                                                                      SEALED PIPED NETWORK
                                                                                                                                                                                                                                                                                                                                       WITH FOX GPT 'BPT600' LOCATION                                                                                                                                                                                        -      RWH TANK OVERFLOW TO BE PIPED TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                                       TO DISCHARGE TO PIT 1/2. REFER                                                                     1                                                                                                                         SOUTH RIPs VIA SEALED PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                                                                                                                       TO HYDRAULIC CONSULTANTS                                                                           4                                                                                                                         FOR EVENTS UP TO 100 YEAR ARI
                                                                                                                                                                                                                                                                                                                                       DETAILS                                                                                                                                                                                                               -      ALL BASEMENT & CARPARK




                                                                                                                                                                                                               15




                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER TO BE COLLECTED IN A




                                                                                                                                                                                                                                                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                                                                    1                                                                                                                                                                                                               SUMP & PUMPED TO DISCHARGE OVER
                                                                                                                                                                                                                                                                                                                                                    2                                                                                                                                                                                                               A "FOX BPT600" GROSS POLLUTANT




                                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TRAP PRIOR TO CONNECTION TO R.I.P.'S.
                                                                                                                                                                                                                                              PROPOSED STRIP DRAIN TO                                                                                                                                                                                                                                                                                               BASEMENT & CARPARK DRAINAGE SUMP
                                                                                                                                                                                                                                              CONNECT TO PIT 1/1 . REFER                                                                                                                                                                                                                                                                                            & PUMP DETAILS TO HYDRAULIC




                                                                                                                                                                                                                                14




                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                              HYDRAULIC CONSULTANTS                                                                                                                                                                                                                                                                                                 CONSULTANT'S SPECIFICATIONS.
                                                                                                                              100                                                                                                             DRAWINGS FOR DETAILS
                                                                                                                                                                                                                                                                                                                                  ALL ROOFWATER TO BE SIZED
                                                                                                                                                                                                                                                                                                                                  FOR Q100 EVENT AND                                                                                                                          605                                                                            -      ALL HARDSTAND AREAS MUST ONLY




                                                                                                                                                                                                                                                                                                                                  13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DISCHARGE TO RIPs AND MUST NOT
                                                                                                                  SP305332                                                                                                                                                                                                        DISCHARGE TO 80kL RAINWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SP195871                                                                                    DISCHARGE TO RAINWATER




                                                                                                                                                                                                                                                                                                               Ø3




                                                                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                                                                                  HARVESTING TANK VIA SEALED                                                                                                                                                                                                        HARVESTING TANK
                                                                                                                                                                                                                                                                                                                                  PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                                                     00
                                                                                                                                                                                                                                                                                                                                                                                                                  Ø3
                                                                                                                                                                                                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                    1
                                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                                             12




                                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        -
                                                                                                                                                                                                                                                                                                           2




                                                                                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           APPROVED PLAN



                                                                                                                                                                                                                                Ø2
                                                                                                                                                                                                                                25




                                                                                                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                 Ø3
                                                                                                                                                                                                                                                                    0    0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OPW22/0166
                                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSA COUNCIL




                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                         L9 (SOUTH)
                                                                                                                                      UP




                                                                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5 OCTOBER 2022
                                                                                                                                                                                                                                                                           4437m²




                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                        1   9                                                                                                                       2
                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                             SP195871




                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                75                                                                                                                                                                                                                                                                                                                                     LEGEND
                                                                                                                                                              12                                             Ø3




                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                                                                                                                                                 22 A
                                                                                                                                                                                                                                                                                   11
                                                                                                                              |




                                                                                                                                                                                                                                PROPOSED 80kL RAINWATER




                                                                                                                                                                                                                                                                                                                                                                                                   65
                                                                                                                        | |
                                                                                                                  | |                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER DRAINAGE
                                                                                                            | |                                                                                                                 HARVESTING TANK. TANK




                                                                                                                                                                                                                                                                                                                                                                                            RP mt
                                                                                                                                                                                                                                                12




                                                                                                                                                                                                                                                                                                                    10
                                                                                                      | |
                                                                                                                                                                                                                                OVERFLOW PIPE TO   CONNECT




                                                                                                                                                                                                                                                                                                                                                                                             EX
                                                                                                | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SEALED ROOFWATER PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                              20
                                                                                          | |
                                                                                                                                                                                                                                TO RIP VIA SEALED PIPE
                                  14.0




                                                                                      |
                                                                                  |




                                                                            | |                                                                                                                                                 NETWORK                                                                                                                                                                                                                                                                                                                                                    PROPOSED VEGETATED SWALE




                                                                                                                                                                                                                                                                                                                                                                                    7
                                                                      | |




                                                                                                                                                                                                                                                                                                                                                                             00
                                                                | |




                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                     3
                                                                                                             13




                                                                                                                                                                                                                                                                                                                                                                             Ø3
                                                          | |
                                                      |
                                                                                                                                                                                     1
                                                  |




                                              |                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED OVERLAND FLOW PATH




                                                                                                                                                                                                                                                                                                                                                                             8
                                                                                                                                                                                                   Ø3




                                                                      14




                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                     75




                                                                                                                                                                                                        13
                                                          X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BASEMENT WALL
                                                                                                                                                                                                                                                                                                           10




                                                                                                                                                                                                                                                                                                                                                                   9
                                                                                  X
                                                                                                                                                             14




                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                                                                                                   150 ROCK & BIDIM BETWEEN                                                                                                                                            | | | | | | | | | | | | |   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED TOP OF BATTER
                                                                                                            X                                                                                                                                                                                                                T1
                                                                                                                                                                                                                                                                                                                                                    3                              WALL AND EXISTING PATHWAY.                                                                                                                                                                              PROPOSED TOE OF BATTER
                                                                                                                                  X                                                                                                                                                                                          3                                                                                                                                                                                                                              > > >
                                                                                                                                                                                                                                                                                                                                                    4                              REFER DETAIL D02




                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED SWALE
                                                                                                                                                 X                                                                                                                                                                                                                                                                          606
                                                                                                                                                              > >


                                                                                                                                                                                                                                                                                                                                                                            FLO NC ROUT IDE
                                                                                                                                                                                                                                                                                                                                  Ø300




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FINISHED SURFACE CONTOUR




                                                                                                                                                                                                                                                                                                                                                                               W Y (> ED
                                                                                                                                                        X




                                                                                                                                                                                                                                                                                                                                                                                    IR 00)
                                                                                                                                                                                                                                                                                                                                                                        OV ER T G m W



                                                                                                                                                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                                                          SP195871




                                                                                                                                                                                                                                                                                                                                                                                        9.0
                                                                                                                                                                          > >                                                                                                                                                                                 X




                                                                                                                                                                                                                                                                                                                                                                                  WE Q1
                                                                                                                                                                                                                                                                                                                    OUT




                                                                                                                                                                                                                                                                                                                                                                                      RL
                                                                                                                                                                                                                                                                                                                                                                          EM MEN ED 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING SURFACE CONTOUR

                                                                                                                                                                                                                                                                                                                                                                   m
                                                                                                                                                                                                                                                                                                                                                  00



                                                                                                                                                                   X                                                                            4
                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                12




                                                                                                                                                                                         > >                                                                                                                         4
                                                                                                                                                                                                                                                                                                                                                                  1.0
                                                                                                                                                                                                                                                                                                                                              Ø|3




                         HABITAT PROTECTION FENCE TO BE ERECTED


                                                                                                                                                                                                                                                                                                                                                                            CE POS
                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                             ||
                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                         OUT                                                                                                                                                                                                                                                                                                               EXISTING ELECTRICAL RETICULATION
                         PRIOR TO COMMENCEMENT OF CLEARING WORKS                                                                                 VEGETATED SWALE              X                         > >                                                                                                                                                                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                                                                                                          ER GE
                                                                                                                                                                                                                                                                                                                                         ||



                                                                                                                                                                                                                                                                                                                                                       X6


                                                                                                                                                                                                                                                                                                                                                                                O
                                                                                                                                                                                                                                                                          1                                                                                                  PR
                         PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING TELSTRA RETICULATION
                                                                                                                                                                                                                                                                                                                                        ||




                                                                                                                                                                                         X                              > > >                                Ø375
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   T
                                                                                                                                                                                                                                                                                                                                   ||




                         RESTORATION AREA - NO ACCESS
                                                                                                                                                                        E                                                                     > > >                                            | | | | | | | | | | | | |                                                                                                                                                                                                                                           D                       EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                    |




                                                                                                                                                                                                                                                                                 | |
                                                                                                                                                                                                        X                                                                    | |
                                                                                                                                                                                                                                                                                           |
                                                                                                                                                                                                                                                                                                                                              X




                                                                                                                                                                                                                                                                     |   | |
                                                                                                                                                                                                                                                                                                                                             7




                                                                                                                                                                                                                                                                 |
                                                                                                                                                                                                                                                                                                  9                      8                                                                                                                                                                                                                                         W                       EXISTING WATER RETICULATION
                                                                                                                                            CO            SP195871                                                      X            X               X                   X                 X                   X                   X
                                                                                                                                              N                                                                                                                                                                                                                                                                                                                                                                                                                    S                       EXISTING SEWER RETICULATION
                                                                                                                                           ARE SERV
                                                                                                                                                                                                                                                                                                                                                  m




                                                                                                                                                                                                                                                            BUND RL9.25MIN
                                                                                                                                              A (P ATIO
                                                                                                                                                                                                                                                                                                                                                 1.0




                                                                                                                                                  OS
                                                                                                                                                     CW N                                                                                CEMENT GROUT BACK OF
                                                                                                                                                       P)                                                                                EXISTING BOULDER RETAINING                                                                               PROPOSED RAPID INFILTRATION
                                                                                                                                                                                                                                         WALL (REFER DETAIL). REFER                                                                               PITS 5 OFF @ 1800dia x 1.8m DEEP.
                                                                                                                                                                                                                                         DETAIL D02                                                                                               REFER DETAIL. SL8.75                                                                                                                                                                             0                4                  8       12           16   20m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:200 A1, 1:400 A3


     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                    PURPOSES.
                                                                                                                            PBL                                                                                                                                                                                                                                                                    PROJECT:                                                                                                                          DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                  Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                  Drawn: PBL
                                                                                                                                                                                                                                                                                                                                                  A.B.N. 91 611 354 511                                                                                                                                                              DRAINAGE LAYOUT
                                                                                                                                                        FOR APPROVAL                               Date: JUNE 2021                                                                                                                                26 Memorial Avenue, Cotton Tree                  PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
                                                                                                                                                              NOT FOR CONSTRUCTION                                                                                                                                                                PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                 Revision      Sheet
                                                                                                                                                                                             Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                  Tel (07) 5475 4125 Fax (07) 5479 1607            at SERENITY CLOSE, NOOSA                                                                                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       A6107/22/L9/D01                                 A         1 of 1
                                                                                                                                                             STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                  Email: [email protected]
       A    20/06/2022   ISSUE FOR APPROVAL                                                                                                PBL   S.H.
                                                                                                                                                        .......................
                                                                                                                                                            DIRECTOR APPROVAL                      Datum AHD
                                                                                                                                                                                                                                                                                                                                                  Web: http://www.alta.net.au                      for CAPE BOUVARD DEVELOPMENTS
      REV    DATE                                 DESCRIPTION                                                                              BY    CHKD       RPEQ - 4784                             A1 SHEET SIZE                                                                                                                                                                                                                                                                  Council
                                                                                                                                                                                                                                     FILENAME : a6107-22-L9-D01.dwg - DATE : 20/6/22 - 12:50pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-SURVEY; X-LANDSCAPE UPPER; X-LANDSCAPE LOWER;      Ref:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       X-ARCH STG4B BASEMENT; H-Approved-SH; H-Checked-SH


Document Set ID: 21989503
Version: 1, Version Date: 04/07/2022

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