MCU10/2065 Response to information request

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     I.IIGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING                 PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           KERB AND CHAHLL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           KERB ONLY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                            --- -- EDGE OF CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONTROL LINE

                                                                                                                                                                                                                                                                                                                                                                                                                                                         -SW- -             - -SW-                 - DRAINAGE

                                                                                                                                                                                                                                                                                                                                                                                                                                                         -RW- -                                            ROOF WATER

                                                                                                                                                                                                                                                                                                                                                                                                                                                    --w--                                                  SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                                                    --w--                                                  WATER

                                                                                                                                                                                                                                                                                                                                                                                                                                                            OH                                             OVERHEAD POWER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ----3.00---- CONTOURS

                                                                                                                                                                                                                                to                                                                                                                                                                                                                                                                         BUILDING
                                                                                                                                                                                                                             9'!799/9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BATTERS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL
                                                                    n               o ^
                                                                                                                                                                                                                                                                                                                       I        I IIII'                                                                                                                                                  1.0               STRUCTURE NUMBER
                                                                                                                                              \S          SS                                                                                                                                                                   I ! l! 1 1
                                                                                                                              ^                                                                                                                                                                                    3           1! 1 1 1 II S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           600.60E FIELD INLET

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           GRATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TRENCH GRATE

                              Ns                                                                                                                                                                                                                                                                                         IS                         I                                                                                                                                                      CONCRETE PAVEMENT
                                                                                                   141        ^-S-                 -r    -S-r- is                     1
                                                                                                   N                                                                                       -   J-sl-
                                                                                                                                                                                                 I                      79-51                                             - SI _     I-IS                              f^ f-I                                                                                                                                                                              REFER DRG COII FOR
                                                                                        e          L                                        I   I                        I           it        I   1                          I                                                                                             1                       1                                                                                                                                                      DETAILS
                                                                                                   A                      r               1    f                       f         I                                  f         1                                                                                           I I
                                                                                                                                                                                                   I
                                                                                                                                                                                               I                I             r                                                                 ^_ ^_ I                                I
                                                                    ---                            1St
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                                                                                                           1                f-I
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                                                                                                   1              I    I                                                       74  7-__-__

                                                                                                                      S                                                                      I                                                                                                         1       1       1   1 I I                        1.1
                                                                                                                                         --sW_ - __SW r- ! sl -. J -sw1 1                                                                                                                                                                                                         SW -
                                                                                                                                                   1         I- N EA11 Y 1- -1 - S4 - t- I- Su                                                                                                                         I-15y1 _^
                                                                                                                          I              1       I                                                                                                                                                                                                 7 ,^E S
                                                                                                        1             J                1       I        I 11      \   sz\W9 I        11      I                                                                                                                                 l       l       l    l                                                                                               RAINWATER TANK NOTES
                                                                                                                                                                    I    ,^   L c. ,       I                                                                                                           !                       I               I        i,l
                                                                                                                  I                  f       I                      1
                                                                                                                                                   I---L-                                                                                                                                                                                                                                                                                           ONE 3,0001 TANK PER UNIT
                                                                                                  /I
                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.   RECEIVING MINIMUM 60% ROOF CATCHMENT AREAS
                                                                                    7 I                                                                                                                         FF15                                                                                                                                                                                                                                2.   CONNECTED TO TOILET CISTERNS AND WASHING MACHINE (OLD




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                                                                                                                                                                                                              15.11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                    (.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         WATER TAPS; AND.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         AN EXTERNAL USE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         BACKFLOW PREVENTION AND FIRST FLUSH DIVERSION IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                         ACCORDANCE WITH ODC MP4.2 - WATER SAVING TARGETS.


                                                                    I      I

                                                                    Iil                                                                                                                                                                                                                                o
                                                               II

                                                                                                                                                     FFL                                                         FFL                                                                              F€L
                                                                                                                                                    14.020                                                                                                                                                                                                    I
                                                                                                                                                                                                                14.840                                                                           15.040
                                                                                                                                                                                                              300 WIDE GRATED
                                                                                                                                                                                                                                                                                                   I       I               I       ,       I
                                                                                                                                                                                                       'e   - TRENCH DRAIN REFER                                                                   I       I
                                                                                                                                                                                                             (015 FOR DETAILS

                                                                                                                                                      450.45E GRATED                                                                                                        '
                                                                                                                                    FFL             FIELD INLET. REFER
                                                                                                                                   14.050 DRD C015 FOR DETALS


                                                 I                                                                                                                                                                                                                                                                                                                I-
                                                 I        r



                                                                                                                                     I                           I
                                                                                                                                           360 WIDE GRATED
                                                                                                                                                                                                                                                II      111                                                                                                                 Ill
                                                                                                                                         TRENCH DRAIN REFER                                                                                                       I I           IM1^44lNNYA}^!N                                                                                   DRIVEWAY CROSSOVER IN
                                                                                                                                           C01S FOR DETAILS
                                                                                                                                                                                 I                     L                                                                 111111111111111111111111 I II 1 C S                                                           II
                                                                                                                                                                                                                                                          IIII          I I 1111111111111111S11St IS II                                                                           ACCORDANCE WITH IPWEAQ
                                                                               I,                                                                                                                                                 II                 II IIII I          IIII II I III I I I 111 1 111 IIS 51Il S                                                                  STD DRG SEQ R-050
                                                                                                                                                FFL                                                                                                      III             I^II IIIIIIILAI11111111sIIl r ^``^
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                                                                           O
                                                                                                                                               14:`150                                                                             11                  1
                                                                                                                                                                                                                                                         III            Ills .IIII III III I II II III             1  1
                                                                                                                                                                                                                        ^1              l              III11             1 1 1  1 1 FAUI 11 1 1 1 1 1 1 l 1 1 1 1, 1
                                                                                                                                                                                                                                            I           II        11                        I                11
                                                                                                              3,E0N                                                                                                                                                                             1 IIII I I_^^
                            CONNECTION TO EXISTING
                                                                                                                                         2050 uPVC 'SHE'
                      LAWFUL POINT OF DISCHARGE                I     !
                                   SL12.550. 1111.150               !^                            I ¢
                                                                                                                                                             113.970
                                                                                                                                                                             H
                                                               /                                        1.1                                                                          1.2

                                                                                                  ,V'r                        11               450X450 GRATED
                                                                                                                                             FIELD INLET. REFER
                                                        INDICATES NOMINAL LOCATION                                                                                                                                                                            1.200. HIGH MAX RETAINING WALL.
                                                                                                                                          0106 COTS FOR DETAILS
                                                          OF 3,0001 SLNLNE WATER                                                                                                                                                                     EXTENT TO BE CONFIRMED IN DETAILED DESIGN
                                                              TANK TO DISCHARGE INTO
                                                                                                                                                                                                                            cp    I
                                                          EXISTING INFRASTRUCTURE                                                                                    1500 uPV( 'SNE' -
                                                                                                                                                                                                                         5P226601


                                                                                                       STRUCTURAL WALL                                       ODKATES NOMINAL LOCATION (F
                                                                                                            TO STRUCTURAL                                 TRAFFICABLE 3,7001 UNDERGROUND
                                                                                                   ENGINEERS DETAILS                                     RAINWATER TANG AS PER 'ALLCAST
                                                                                                                                                   PRECAST' UNIT DR APPROVED EQUIVALENT




                                                                                                                                                                                               CONCEP"E INTEGRATED WATER
                                                                                                                                                                                                   MANAGEMENT' PLAN
                                                                                                                                                                                                                                                     SCALE A

                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0     1         2       3      4       s.    1:100 at Al
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:200 at A3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PRELIMINARY
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                                                                                                                                                                                                                                                                                    I :oa>t of lice.                       ANTHONY CORKILL                                         SFD>           SFO          ACR                                                                        NOVEMBER 2010            s;a!I   AS NOTED

                                                                                                                                                                                           EMP    RE                                                                                                                       PROPOSED RESIDENTIAL DEVELOPMENT                                                              CONCEPT INTEGRATED WATER                                         N .- _- D r a w in g No
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Job Re f      o           No.-. I Issue:
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                                                                                                                                                                                           ENGINEERING
                                                                                                                                                                                                                                                                            sunshine Coast office                          17 GRANT STREET,
                                                                                                                                                                                                                                                                                                                           NOOSA HEADS. OLD
                                                                                                                                                                                                                                                                                                                                                                                                                         MANAGEMENT PLAN                                             SC-2930           CO10               A
                                                                          CLfe          Oft                                                                                                                                                                                                                                                                                               TROY PAULSEN /   RPEO- 6990)