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Amended Plans From Applicant · OPW11/0335

Plans and drawings: the text below has words only, no drawings.

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                                                                                       KEY PLAN
                                                                                       NTS




                                             APPROVED                                                                    :u(’kl-.
                                             D REYNOL                                   S             EQ 9072
                                             RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
                                             COMPONENTS:
                                                    WATERMAIN CONNECTION DAVID LOW WAY/GREBE
                                                    STREET
                                                    SEWER LINE SMH3/1                        -    SMH1/1
                                                    STORMWATER LINES
                                                     FI/1   -
                                                                SP1
                                                     FI/2   -   OUTLET
                                                     GPT     -
                                                                    SW M/H        -
                                                                                      OUTLET
                                                     C,P2-SP2
                                                     C,P1 EX SW M/H
                                                                -




                                  K      14.06.12               STOfUIWAmI lfIUS RM                               JS

                                  J      31.05.12            SJORIlWATER I’IPEWORK I1f\lSED                       JS
                                  H      23.02.12                   5W mrATIIENT ANENDED                          JS
                                  G      17.11.11               STACE I STORNWATER AOOED                          JS                  t-~
                                  F      16.11.11                    ADRESSINC CCUNCL Rf1                         JS
16.6
                                  E      02.09.10                     ISSUE RlII APPROVAL                         JS

                                  0      01.09.10                     ISSUE RlII APPROVAL                         JS
                                  C      13.08.10                     ISSUE RlII APPROVAL                         JS                  I-
                                  M      77.09.12                   SEWER 1l1VEI1SION Rf’I15EJ)                   JS
                                  L      11.09.12                   SEWER 1l1VEI1SION RE’I1SED                    JS                  I-
                                 ISSUE       CArr                           REVISION                          0E51CNED
                                         ! !
                                         I      I
                                                            SPICE CONSULTING                                                          l-
                                         j      :           CONSTRUCTION HYDRAULICS CONSULTANT5
                                                            PO BOX          ’406 BUOERIM 0 4556                                       t-~

                                 rk
                                                ,




                                                OBSA
                                                            Telephone 07 5445 3888
                                                            Focsimile 07 5445 3824
                                                                                                                       ::::
                                                                                                                       ;
                                              "246’6 Emoil              -

                                                                             [email protected]                      AHSCA
                                  UENT
                                                                    CONTRAST CONSTRUCTIONS PIL


                                 DRAWING:                                                          LEVEL: AHO
                                   PART SITE PLAN 2 012
                                   SewER & STORMWATER
                                                                                                   SCALE:                .            -


                                                                                                    A1-     1:250
                                   DIVERSION PLAN
                                                                                                    A3-     1: 500
                                                                                                                         ~
                                                                                                                                           0
                                 PROJECT                                                                srAlu:;                       :


                                   ESSENCE                                                                  APPROVAL          rSSUE
       PART SITE PLAN   2 of 2                                                                                                 M I-
       SCALE 1:250
                                   MIXED USE DEVELOPMENT
                                   DAVID LOW WAY
                                                                                                        09G640~ OP21
                                                                                                        SHm,
                                   PEREGIAN BEACH                                                                 2      OF      4

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