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20220620 a6107 - Civil Plan Set - FOR APPROVAL · 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
                                                                                                                                                                                                                           Ø2
                                                                                                                                                                                                                           25




                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                               0    0
                                                                                                                                                                                                                                                            Ø3
                                                                                                                                                                     12




                                                                                                                                                                                                                                                                                                                                                                                                             X
                                                                                                                                                                                                                                                                    L9 (SOUTH)
                                                                                                                                 UP




                                                                                                                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                                                      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

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