A6107-22-L9-D01 [G] Drainage Layout

                                                                                                                                                                                                                                                                                                            D                                                                                                               10




                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                      SP195871
                                                                                                                                                              E
                                                                                                                                                             S m
                                                                                                                                                                          E
                                                                                                                                                                          T
                                                                                                                                                                              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                                     PROPOSED 900x900 GRATED




                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                    E
                                                                                                                                                                      PROPOSED STORMWATER PIT                                                                         Em                                                                                                                                                                                               PIT WITH CLASS 'B' BOLT                                                            -      REFER TO HYDRAULIC CONSULTANT'S
                                                                                                                                                                                                                                                              SP1 t S                                                                                                                                                                                                                                                                                            DETAILS FOR ALL DOWNPIPE &




                                                                                                                                                                                                                                                                                                                                                                          13
                                                                                                                                                                                                                                                                                                                                                                                                                       S                                               DOWN GRATE
                                                                                                                                                                      WITH FOX GPT 'BPT600' LOCATION                                                             958 P                                                                                                                                                                                                                                                                                           STORMWATER CONNECTIONS
                                                                                                                                                                      TO DISCHARGE TO PIT 1/2. REFER                                                                71                                                                                                                                                               MH                           Ø52                                                                                            (PLUMBING & DRAINAGE APPROVAL).




                                                                                                                                                                                                                                                                                                                                                                                                        11
                                                                                                                                                                      TO HYDRAULIC CONSULTANTS                                                                                                                            MH
                                                                                                                                                                                                                                                                                                                                                                                                                                          2                     EM 5                                                                                      -      ALL NEW BUILDING ROOFS TO BE PIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                      DETAILS                                                                                                                                                                                                                                                                                  PIP DRGEN                                                                                         TO RAINWATER HARVESTING TANKS




                                                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                                                                                          10                      E     C                       EXISTING HEADWALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y                                                                                       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                                                                                                                                                                                               SOUTH RIPs VIA SEALED PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                                                                                                                                    TO HYDRAULIC CONSULTANTS                                                                                                                                                                                                     FOR EVENTS UP TO 100 YEAR ARI
                                                                                                                                                                                                                                                                                                                                    DETAILS                                                                                                                                                                                                               -      ALL UPPER LEVEL STORMWATER TO BE




                                                                                                                                                                                                            15




                                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OUT                                                                                 COLLECTED IN A "FOX BPT600" GROSS




                                                                                                                                                                                                                                                                                                                                                                                                                                               9
                                                                                                                                                                                                                                                                                                                                                  1                                                                                                1                          10                                                                                 POLLUTANT TRAP PRIOR TO
                                                                                                                                                                                                                                                                                                                                                  2                                                                                                                                PROPOSED OUTLET VIA PRECAST                                                   CONNECTION TO R.I.P.'S. BASEMENT &
                                                                                                                                                                                                                                                                                                                                                                                                                                                   4




                                                                                                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RC HEADWALL. LOCATED ADJACENT                                                 CARPARK DRAINAGE SUMP & PUMP
                                                                                                                                                                                                                                           PROPOSED STRIP DRAIN TO                                                                                                                                                                                                                 EXISTING HEADWALL. CLEAR AREA &                                               DETAILS TO HYDRAULIC CONSULTANT'S
                                                                                                                                                                                                                                           CONNECT TO PIT 1/1 . REFER                                                                                                                                                                                                              PROVIDE 10m2 200 DIA ROCK SCOUR                                               SPECIFICATIONS.




                                                                                                                                                                                                                             14




                                                                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                           HYDRAULIC CONSULTANTS                                                                                                                                                                                                                   PROTECTION OVER A14 GEOFABRIC.                                         -      ALL HARDSTAND AREAS MUST ONLY
                                                                                                                             100                                                                                                           DRAWINGS FOR DETAILS
                                                                                                                                                                                                                                                                                                                               ALL ROOFWATER TO BE SIZED
                                                                                                                                                                                                                                                                                                                               FOR Q100 EVENT AND                                                                                                                            605                                                                                 DISCHARGE TO RIPs AND MUST NOT




                                                                                                                                                                                                                                                                                                                               13
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DISCHARGE TO RAINWATER
                                                                                                                 SP305332                                                                                                                                                                                                      DISCHARGE TO 80kL RAINWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                             00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SP195871                                                                                   HARVESTING TANK




                                                                                                                                                                                                                                                                                                            Ø3




                                                                                                                                                                                                                                                                                                                                                       11
                                                                                                                                                                                                                                           13
                                                                                                                                                                                                                                                                                                                               HARVESTING TANK VIA SEALED
                                                                                                                                                                                                                                                                                                                               PIPE NETWORK                                                                                                                    PARALLEL STORMWATER LINE 4




                                                                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                                       Ø3
                                                                                                                                                                                                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                 1
                                                                                                                                                                                                 1




                                                                                                                                                                                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                           7
                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                        2




                                                                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                                                                             Ø2
                                                                                                                                                                                                                             25




                                                                                                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                 0    0
                                                                                                                                                                                                                                                              Ø3
                                                                                                                                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                      X
                                                                                                                                                                                                                                                                      L9 (SOUTH)
                                                                                                                                     UP




                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                        4437m²




                                                                                                                                                                                                                                                                                                                                                                                   IPE




                                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                     2




                                                                                                                                                                                                                                                                                                                                                                               YP
                                                                                                                                                                                                                                                         9




                                                                                                                                                                                                                                                                                                                                                                               NC
                                                                                                                                                                                                                                                     1




                                                                                                                                                                                                                                                                                                                                                                           GE
                                                                                                                                                                                                                                          SP195871                                                                                                                                                                                                                                                                                              LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                         X
                                                                                                                                                                                                                                                                                                                                                                         ER
                                                                                                                                                                                                                                                                                                                                                                     EM
                                                                                                                                                                                                             75                                                                                                                                                                                                                                                                                                                                                                         PROPOSED STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                     25
                                                                                                                                                             12                                           Ø3




                                                                                                                                                                                                                                                                                                                                                                   Ø5




                                                                                                                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                                                                                                     22 A
                                                                                                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED EMERGENCY
                                                                                                                             |




                                                                                                                                                                                                                             PROPOSED 80kL RAINWATER




                                                                                                                                                                                                                                                                                                                                                                                                       65
                                                                                                                       | |
                                                                                                                 | |
                                                                                                           | |                                                                                                               HARVESTING TANK. TANK                                                                                                                                                                                                                                                                                                                                      OVERFLOW STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                RP mt
                                                                                                                                                                                                                                             12




                                                                                                                                                                                                                                                                                                                 10
                                                                                                     | |
                                                                                                                                                                                                                             OVERFLOW PIPE TO   CONNECT




                                                                                                                                                                                                                                                                                                                                                                                                 EX
                                                                                               | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEALED ROOFWATER PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                                  20
                                                                                                                                                                                                                                                                                                                                                                                       00
                                                                                         | |
                                                                                                                                                                                                                             TO RIP VIA SEALED PIPE
                             14.0




                                                                                                                                                                                                                                                                                                                                                                                    Ø3
                                                                                     |
                                                                                 |




                                                                           | |                                                                                                                                               NETWORK                                                                                                                                                                                                                                                                                                                                                    PROPOSED VEGETATED SWALE
                                                                                                                                                                                                                                                                                                                                                                                   2




                                                                                                                                                                                                                                                                                                                                                                                        7
                                                                     | |
                                                               | |




                                                                                                                                                                                                                                                                                                                                                                                            X
                                                     |
                                                         | |                                                13
                                                                                                                                                                                  3                                                                                                                                                                                                4
                                                                                                                                                                                  1
                                                 |




                                             |                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED OVERLAND FLOW PATH




                                                                                                                                                                                                                                                                                                                                                                               8
                                                                                                                                                                                                Ø3




                                                                     14




                                                                                                                                                                                                                                                                                                                                                                                    X
                                                                                                                                                                                                  75




                                                                                                                                                                                                     13
                                                         X                                                                                                                                                                                                                                                                                                                                                  PARALLEL STORMWATER LINE 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED BASEMENT WALL
                                                                                                                                                                                                                                                                                                        10




                                                                                                                                                                                                                                                                                                                                                                     9
                                                                                 X
                                                                                                                                                            14




                                                                                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                                                                                       150 ROCK & BIDIM BETWEEN                                                                                                                                     | | | | | | | | | | | | |   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED TOP OF BATTER
                                                                                                           X                                                                                                                                                                                                               T1
                                                                                                                                                                                                                                          PROPOSED EMERGENCY                                                                                                                           WALL AND EXISTING PATHWAY.                                                                                                                                                                       PROPOSED TOE OF BATTER
                                                                                                                                 X                                                                                                                                                                                         3                                                                                                                                                                                                                             > > >
                                                                                                                                                                                                                                          PIPE TO OUTLET FROM RIP.                                                                                                                     REFER DETAIL D02




                                                                                                                                                                                                                                                                                                                                                                   X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED SWALE
                                                                                                                                                X                                                                                                                                                                                                                                                                                606
                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                                             > >


                                                                                                                                                                                                                                                                                                                                                                              FLO NC ROUT IDE
                                                                                                                                                                                                                                                                                                                          Ø30




                                                                                                                                                                                                                                                                                                                                                           3                                                                                                                                                                                                                            FINISHED SURFACE CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                 W Y (> ED
                                                                                                                                                       X




                                                                                                                                                                                                                                                                                                                                                                                      IR 00)
                                                                                                                                                                                                                                                                                                                                                                          OV ER T G m W



                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                               SP195871




                                                                                                                                                                                                                                                                                                                                                                                          9.0
                                                                                                                                                                                                                                                                                                                  OUT
                                                                                                                                                                          > >                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                    WE Q1
                                                                                                                                                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                        RL
                                                                                                                                                                                                                                                                                                                                                                            EM MEN ED 3
                                                                                                                                                                                                                                                                                                                   4                                                                                                                                                                                                                                                                    EXISTING SURFACE CONTOUR

                                                                                                                                                                                                                                                                                                                                                                    m
                                                                                                                                                                                                                                                                                                                                                00



                                                                                                                                                                  X                                                                          4
                                                                                                                                                                                                                                   11
                                                                                                                                                                                                             12




                                                                                                                                                                                      > >                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                   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
                                                                                                                                                      P)                                                                                                                                                                                        PROPOSED RAPID INFILTRATION
                                                                                                                                                                                                                                                                                                                                                PITS 5 OFF @ 1800dia x 1.8m DEEP.
                                                                                                                                                                                                                                                                                                                                                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
                                                                                                                                                                                                                                                                                                                                                PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                Revision     Sheet
  G
  F
       29/08/2024
       17/02/2023
                    REVISED ISSUE FOR APPROVAL, EMERGENCY PIPE ADDED
                    REVISED TANK OUTLET PIPE LOCATION
                                                                                                                                          PBL
                                                                                                                                          PBL
                                                                                                                                                S.H.
                                                                                                                                                SKH                                       Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                Tel (07) 5475 4125 Fax (07) 5479 1607                  at SERENITY CLOSE, NOOSA                                                                                                   DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A6107/22/L9/D01                                 G         1 of 1
  E    16/12/2022   CONSTRUCTION ISSUE                                                                                                    PBL   S.H.        STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                Email: [email protected]
  D
  A
       07/12/2022
       20/06/2022
                    CONSTRUCTION ISSUE
                    ISSUE FOR APPROVAL
                                                                                                                                          PBL
                                                                                                                                          PBL
                                                                                                                                                S.H.
                                                                                                                                                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                                                                                                                                                                                                                                                                  CouncilX-LANDSCAPE
                                                                                                                                                                                                                                  FILENAME : a6107-22-L9-D01.dwg - DATE : 29/8/24 - 2:37pm - 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 LOWER; X-ARCH STG4B BASEMENT;   Ref:      UPPER; H-Approved-SH; H-Checked-SH