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Amended Plans From Applicant · OPW11/0335

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

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                                                                                                                                                             DISCHARGE OVER STONE
                                                                                                                                                             PITCHED SPIU WAY (ACCESS
                                                                                                                                                             ROAD) VIA CCNCRETE HEADWALl
                                                                                                                                                             CRADING INTO erORETENTlON
                                                                                                                                                             BASIN Clb.




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                                     ~
                                            SUReHARGE PrT SP2 IN
                                            BIO-R ETENllON BASIN
                                            Cia




  OATUt.4 Rl 0.000                                       DATUM RL 0.000
                                                                                                                                                                                                         OAruM RL 0.000




  UNE                           .                        UNE
                                                                                                                       5
                                                                                                                                                                                                         UNE                                                            I                                                                 I
  DIAMETER                   _225                        DIAMETER
                                                                                                                     e525
                                                                                                                                                                                                         DIAMETER                                                     .,SO
                                                                                                                                                                                                                                                                                                                                        .’SO
  GRADE                    1:12.90                       GRADE
                                                                                                                     1:392
                                                                                                                                                                                                         GRADE                                                        1:79.2                                                            1:24.28
  DISTANCE                  2.581                        DISTANCE
                                                                                                                     48.996
                                                                                                                                                                                                         DISTANCE                                                     51.481
                               ~      ~                                              ~                                                                                                                                                                                                                                                  70.417
                               ~      ::l                                            :;j
  DEPTH TO INVERT (PiPE)       ci     ci                                             ci
                                                                                                                                                                                           ~                                          0

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                                                        DEPTH TO INVERT (PIPE)

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 SURFACE lEVEl. (PROPOSED)     ..     ..;               SURFACE l.E\IEl (PROPOSED)   ..;                                                                                                   C;
                                                                                                                                                                                           ..;
                                                                                                                                                                                                                                      ~                                                                      ~
                                                                                                                                                                                                         SURFACE l.E\IEl (PROPOSED)   ~
                                                                                                                                                                                                                                                                                                             .;

                               8      ~                                              8                                                                                                     :
 CHAlNAGE                      ci     ..;               CHAlNAGE                     ci                                                                                                                                               ~                                                                      ~
                                                                                                                                                                                           ~             CHAlNAGE                     0                                                                      si



STORMWATER LONGITUDINAL SECTION                                                      STORMWATER LONGITUDINAL SECTION LINE 5
                                                                                                                                                                                                                                                                                       SEWER LONGITUDINAL SECTION
LINE 4                                                                               HORIZONTAL: 1:400
                                                                                     VERTICAl.: 1:40                                                                                                                                                                                   HORIZONTAL: 1 :400
HORIZONTAL: 1 :<400
                                                                                                                                                                                                                                                                                       VERTICAl.; 1:40
VERllCAL.: 1:40




                                                                                                                                                                                                                                                      IDS
                                                                                                                                                                                                                                      EX SL 9...lOO



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                                                                                                                                                                                                                                                                 -EXISTING RETAINING
                                                                                                                                                                                                                                                                     WALl


                                                                                                                                                                                                                                                                                                                     C      27.09.12            REVISED SEV> lDNGSECTlDN                    JS                      I-
                                                                                                                                                                                                                                      ~150 JUMPUP-
                                                                                                                                                                                                                                                                                                                     B      17.09.12               SEWER UlHG SEClIDN                       JS
                                                                                                                              APPROVED                                                                                                                                                                               A      18.06.12                      APPROYIL                                                  I-
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                                                                                                                                                                                                                                                                                                                                              SPICE CONSULTING                                                      l-
                                                                                                                              D REYNOLD                                         9072                                                                                                                                                          CONSTRUCTION HYDRAULICS CONSULTANTc
                                                                                                                              RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
                                                                                                                              COMPONENTS:
                                                                                                                                 WATERMAIN CONNECTION DAVID LOW WAY/GREBE                                                                                                          TO SMHl
                                                                                                                                                                                                                                                                                                                    ii
                                                                                                                                                                                                                                                                                                                    WENT
                                                                                                                                                                                                                                                                                                                                 ,




                                                                                                                                                                                                                                                                                                                                 OBSA
                                                                                                                                                                                                                                                                                                                                1124616
                                                                                                                                                                                                                                                                                                                                          PO BOX          1406 BUDERIM 0 4556
                                                                                                                                                                                                                                                                                                                                              Telephone 07 5445 3888
                                                                                                                                                                                                                                                                                                                                              Focsimile 07 5445 3824
                                                                                                                                                                                                                                                                                                                                              Email   -

                                                                                                                                                                                                                                                                                                                                                          rondollCfirepok.com.ou
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                                                                                                                                                                                                                                                                                                                                                                                                                        f-

                                                                                                                                 STREET                                                                                                                                                                                                           CONTRAST CONSTRUCTIONS P/L                                            f-
                                                                                                                                 SEWER LINE SMH3/1             -   SMH1/1
                                                                                                                                 STORMWATER LINES                                                                                                                                                                   DRAWING:                                               lEVEL: AHO
                                                                                                                                                                                                                                                                                                                      STORMWATER & SEWER LONGITUDINA
                                                                                                                                  FI/1   -   SP1                                                                                                                                                                      SECTION & DETAILS                                    SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                    I-
                                                                                                                                  FI/2   -   OUTLET                                                                                                                                                                                                                        Al-      1:

                                                                                                                                  GPT    -
                                                                                                                                             SW M/H    -   OUTLET                                                                                                                                                                                                          A3-      1:
                                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                  HCB       DETAIL                                                  PROJECT                                                    I"AluS                               :
                                                                                                                                  C,P2 -SP2
                                                                                                                                                                                                                                                  SCALE: 1:25                                                         ESSENCE MIXED USE                                          APPROVAL                 IISSUE f-
                                                                                                                                                                                                                                                                                                                                                                                o9 4a~ OP41 C
                                                                                                                                  C,P1       -   EX SW M/H
                                                                                                                                                                                                                                                                                                                      DEVELOPMENT at DAVID LOW WAY
                                                                                                                                                                                                                                                                                                                      PEREGIAN BEACH
                                                                                                                                                                                                                                                                                                                                                                                SHEET :
                                                                                                                                                                                                                                                                                                                                                                                            4        OF         4

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