Change to Sewer Connection plans · OPW11/0335

                                                                                                                                                                                                       H                                                              ""
                                                                                                                                                                                                       ,                                                               ,




                                                                                                     F12
                                                                                                     .
                           ~                     ~
                                                                                                                                                             DISCHARGE OVER STONE
                                                                                                                                                                 PITCHED SPILL WAY (ACCESS
                                                                                                                                                                 ROAD) VIA CONCRETE HEADWAll.
                                                                                                                                                                 GRACING INTO 810RETENTION
                                                                                                                                                                 BASIN Clb.




                                                                                                      -----------------                                  ---
                                                                                                                                                                                                                                                                      -




                                     \
                                    ........_
                                                  SURCHARGE PIT SP2 IN
                                                  Bl0-RETENTlON BASIN
                                                  C’.




 CAlUM RL 0.000                                                          DAlUt.C RL 0.000                                                                                   CAlUM RL 0.000




 UNE                           .                                         UNE                                                                                                UNE


 DIAMETER                   .225                                         DIAMETER                                                     ’525                                  DtAMETER                                                "50                                                                   ,uso


 GRADE                    1:12.90                                        GRADE                                                        1:392                                 GRADE                                                   1:99.20                                                               1:27.08


 DISTANCE                  2.581                                         DISTANCE                                                     -48.996                               OlSTANCE                                                46.625                                                                70.417

                                                                                                                                                           on                                          0
                               ~                ~                                                     ~                                                    ~                                           ~                                                                 g                                                                                                  ~
                               ci               ci                                                    ci                                                   ci                                          .;                                                                ..;                                                                                                ci
 DEPTH TO INVERT (PiPE)                                                  DEPTH TO INVERT (PiPE)                                                                             DEPTH TO INVERT (PIPE)

                                                                                                      "                                                    0
                               ~                ~                                                     ~                                                    on                                          g                                                              ~~                                                                                                    ~
 INVERT l.(PIPE)              ..;               ..;                      INVERT l.(PIPE)              ::i                                                  ::l              INVERT lEVEL (PIPE)
                                                                                                                                                                                                       ;:;                                                            wi wi                                                                                                 ..;


                              ~                 ~                                                     ~                                                    !;;                                         ~                                                                 !
                              ..                ..;                                                   ..;                                                  ..;              SURFACE lEVEL (PROPOSED)   "
 SURFACE l.(PROPOSED)                                                    SURfACE UVEL   (PROPOSED)
                                                                                                                                                                                                                                                                         "

                                                g                                                     ~                                                    ~                                           ~                                                                 ~
 CHAlNAGE
                              ~                 ::i                      CHAlNAGE                     ci                                                   ~                CHAlNAGE                   ci                                                                ~




STORMWATER LONGITUDINAL SECTION                                                                             STORMWATER LONGITUDINAL SECTION     LINE 5                                                                                            SEWER LONGITUDINAL SECTION
                                                                                                            HORIZONTAL: 1 :400                                                                                                                    HORIZONTAL: ’:400
LINE 4                                                                                                                                                                                                                                            VERTICAL: 1:40
                                                                                                            VERl1CA1....: 1:40
HORIZONTAL: 1 :400
VERTICAL: 1:-40




                                                                                                                                                                                                                                                                                                                                                                                  ~




                                                                                                                                                                                                                                                                                       B      17.09.12           SEWER LONG SECTION                   JS
                                                                                                                                                                                                             APPROVED                                                   1fr*7/rl.._    A      ’6.06.12                  APPRO\’AI.                    JS
                                                                                                                                                                                                                                                                                                                                                                              -




                                                                                                                                                                                                                                                                                      ISSUE   O.t.TE                    RE.VISlON                   DESlGNm

                                                                                                                                                                                                                                                                                                          SPICE CONSULTING
                                                                                                                                                                                                             D REYNOL                                 EQ 9072                                                                                                                 -




                                                                                                                                                                                                             RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
                                                                                                                                                                                                             COMPONENTS:
                                                                                                                                                                                                                WATERMAIN CONNECTION DAVID LOWWAY/GREBE
                                                                                                                                                                                                                STREET
                                                                                                                                                                                                                                                                                      r1i
                                                                                                                                                                                                                                                                                       UENT
                                                                                                                                                                                                                                                                                                   OSSA
                                                                                                                                                                                                                                                                                                          CONSTRUCTION HYDRAULICS CONSULTANTS
                                                                                                                                                                                                                                                                                                          PO SOX        1406 SUDERIM 0 4556
                                                                                                                                                                                                                                                                                                          Telephone 07 5445 3888
                                                                                                                                                                                                                                                                                                        Facsimile 07 5445 3824
                                                                                                                                                                                                                                                                                                1124616 Emoil    [email protected]
                                                                                                                                                                                                                                                                                                                    -




                                                                                                                                                                                                                                                                                                             CONTRAST CONSTRUCTIONS P/L
                                                                                                                                                                                                                                                                                                                                                           ~
                                                                                                                                                                                                                                                                                                                                                           r--
                                                                                                                                                                                                                                                                                                                                                              AHSCA
                                                                                                                                                                                                                                                                                                                                                                              -




                                                                                                                                                                                                                                                                                                                                                                              _




                                                                                                                                                                                                                                                                                                                                                                              _
                                                                                                                                                                                                                                                                                                                                                                                  ’"




                                                                                                                                                                                                                RELOCATION OF SEWER MANHOLE NORTH WEST
                                                                                                                                                                                                                CORNER OF SITE                                                        DRAWING:                                        LEVEL: AHD
                                                                                                                                                                                                                STORMWATER LINES                                                        STORMWATER & SEWER LONGITUDIN
                                                                                                                                                                                                                                                                                                                                      SCALE:
                                                                                                                                                                                                                                                                                        SECTION & DETAILS                                                                     -




                                                                                                                                                                                                                 FII1-SP1                                                                                                             A1- 1:
                                                                                                                                                                                                                 FI/2   -   OUTLET                                                                                                    1>.3-    1:
                                                                                                                                                                                                                                                                                                                                                                                  0

                                                                                                                                                                                                                 GPT            SW M/H       OUTLET                                   PROJECT                                             I"’AlUS                           :
                                                                                                                                                                                                                        -




                                                                                                                                                                                                                 C,P2 -SP2
                                                                                                                                                                                                                                         -




                                                                                                                                                                                                                                                                                        ESSENCE MIXED USE                                      APPROVAL            rlSSUE
                                                                                                                                                                                                                                                                                                                                                                     B-
                                                                                                                                                                                                                 C,P1 EX SW M/H
                                                                                                                                                                                                                            -
                                                                                                                                                                                                                                                                                        DEVELOPMENT at DAVID LOW WAY
                                                                                                                                                                                                                                                                                        PEREGIAN BEACH
                                                                                                                                                                                                                                                                                                                                           D9G64.~ OP41
                                                                                                                                                                                                                                                                                                                                           SHEET:
                                                                                                                                                                                                                                                                                                                                                      4       OF      4