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16-003302-4310

From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.

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DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A




                                                        T
                                                                                                                                                                 FOR CONTINUATION REFER TO DRAWING 16-003302-4309




                                                      DC
                                                                                                                                                                                                                                                                                     WAY




                                                          MAI




                                                                                                   104.0
                                                                                                                                                                                                                                                                                 W                                                                                           REFERENCE POINT LOCATION
                                                                                                                                                                                                                                                                                                                                                                                               EXIS             FOR DRAINAGE
                                                                                                                                                                                                                                                                             NBO




                                                                                                                                                                                                                                                                                                                                                                                   /




                                                                                                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                                                               SP
                                                                                                                                                                                                                                                                                                                                                                                                    TIN
                                                                                                                                                                                                                                                                       RAI




                                                                                                                                                                                                                                                                                                                         /
                                                       MER
                                                                                                                                                                                                                                                                                                                                                                                                        GS
                                                                                                                                       103.5                                                                                                                                                                                                                                             STRUCTURES        TAG
                                                                                                                                                                                                                                                                                                                                                                                                               E1
                                                                                                                                                                                                                                                                        10 2.0
                                                                                                                                                                                                                                                                         7/H
                                                                                                                                                                                                                                                                                                                                                                                                              XIS  E




                                                                                                                                                                                                                                                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                                                                          STRUCTURE               HORIZONTAL CONTROL
                                                                                                                                                                                                                                                                                                                                                                                                                 TIN                      VERTICAL CONTROL




                                                                                                                                                                                                                                                                                                                              /
                                                                                                                                                                                                                                                                                                                                                                                                                     GS
                                                                                                                                                                                                                                                                                                                                                                                                                        TAG
                                                                                                                                                                                                                                                     102.2                                                                                                                   TYPE              (REFERENCE POINT LOCATION)   E1            (REFERENCE LEVEL)   BBQ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AREA




                                                                                                                                                                                                                                         2.4
                                                                                                                                                                                                                                                                                                                                      /




                                                                                                                                                                                                                                                                                                                                                                               /
                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXIS




                                                                                                                                                                                                                          2.6
                                                                                                                                                                                                                                                                                                                                                 /                                                                                                                                  TIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GC




                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LUB




                                                                                                                                                                                                          2.8
                                                                                                                                                                                                                                                                                                                                                            /                                                                             FINISHED SURFACE                                       HO
                                                                                                                                                                                                                                                                                                                                                                                                                       OF MAIN                                                                        USE
                                                                                                                                                                                                                                                                                                                                                                             MANHOLE




                                                                                                                                                                                                       10
                                                                                                                                                                                                                                                                                                                                                                                                                                                LEVEL




                                                                                                                                                                                        3.0




                                                                                                                                                                                                                                                                                                                                                                               /
                                                                                                                                                                                                                                                                                                                                                                                                                       SHAFT




                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                        REF




                                                                                                                                                                            3.2
                                                                                                                                                                            10
                                                                                                                                                                                                                    4
          .0




                                                                                                                                                                                                             GE
       105




                                                                                                                                                                                                       STA                                                                                                                                                                                                             OF                 DRIVEWAY INVERT
                           .0




                                                                                                                                                                                                                                                                                                                                                                          FIELD INLET
                         105




                                                                                                                                                                                                                                                                                                                                                                                        THE                        DRIVEWAY                    LEVEL




                                                                                                                                                                                                                                                                                                            AVE
                                                                                                                                                                                                                                                                                                                                                                                                     REF
                                                                                                                                                                                                                                                                                                                                                                                              PRO




                                                                                                                                                                                                                                                AY
                                                                                                                                                                                                                                                                                                                                                                                                 ME




                                                                                                                                                                                                                                                                                                         AY
                                                                                                                                                                                                                                                                                                                                                                                                    NAD




                                                                                                                                                                                                                                             FW
                                                                                                                                                                                                                                                                                                                                                                                                         E INTERSECTION




                                                                                                                                                                                                                                                                                                      TAW
                                                                                                                                                                                                                                          SUR
                                                                                                                                                                                                                                                                                                                                                                                                               OF HEADWALL
                                                        105.0




                                                                                                                                                                                                                                                                                                                                                                          HEADWALL                                                        TOP OF HEADWALL




                                                                                                                                                                                                                                                                                                   CAS
                                                                                                                                                                                                                                                                                                                                                                                                               FACE AND PIPE

                                                                                                                                                                                                                                                                                                                                                                                                       REF
                                                                       104.5




                                               ELM STREET CULVERT AND ASSOCIATED ROAD




                                                                                                                                                                                                                                                                                                                                                        PDE
                                               WORKS UNDER SEPARATE COVER REFER




                                                                                                           104.0
                                               DRAWING 15-001261-700 SERIES FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                     LILY
                                                                                                                                                                                                                                                                                                                                                                                   NOTE:
                                                                                                                                                                                                                                                                                                       TING
                                                                                                                                                                                                                                                                                                                                                                                   1.      FOR LEGEND REFER TO DRG No. 16-003302-4101




                                                                                                                                                                                                                                                                                                                                                  TER
                                                                                          ELM                                                                                                                                                                                                      EXIS E 1                                                                        2.      FOR NOTES REFER TO DRG No. 16-003302-4102
                                                                                                                                                                                                                                                                                                        G




                                                                                                                                                                                                                                                                                                                                                WA
                                                                                                STR                                                                                                                                                                                                 STA




                                                                                                                                                                                                                                                                                                                                                                                                                Y
                                                                                                           EET




                                                                                                                                                                                                                                                                                                                                                                                                              WA
                                                                                                                    (CO
                                                                                                                       OR




                                                                                                                                                                                                                                                                                                                                                                                                              SE
                                                                                                                          OY                                                                                                                                                               CLE
                                                                                                                             CO                                                                                                                                                               ARW




                                                                                                                                                                                                                                                                                                                                                                                                          ADI
                                                                                                                                NN                                                                                                                                                                                                                                                       NOTE:
                                                                                                                                   EC           TIO                                                                                                                                          DR ATER




                                                                                                                                                                                                                                                                                                                                                                                                       PAR
                                                                                                                                                     NR                                                                                                                                        IVE                                                                                       ALL STORMWATER PIPES GREATER THAN 600
                                                                                                                                                          OA                                                                                                                                                                                                                             DIA. ARE TO BE RCP CLASS '2'.
                                                                                                                                                               D)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AVE
                                         103


                                                103




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SH
                               102.5
                                          .0


                                                 .5




                                                                                                                                                                                                        1/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LFI
                                                                                                                                                                                                                                                                                                                                                                                                                                                             SAI
                                                                                                           10
                                                                                                            4.0




                                                                                                                                                                                          104.5
                                                                               EXISTING SWALE DIVERTS EXTERNAL
                                                                               QUEENSLAND RAIL CATCHMENT DOWNSTREAM

                                                                                                                                                                                                                                 .0
                                                                                                                                                                                                                            105

                                                                                                                                                     QUEE
                                                                                                                                                              NSLA
                                                                                                                                                                   ND R                                                                                105.5
                                                                                                                                                                        AI        L COR
                                                                                                                                                                                       RIDO
                                                                                                                                                                                           R                                                                            106.0


                                                                                                                                                                                                                                                                                           106.5




                                                                                                                                                                                  CATCHMENT TABLE
                                                                                                                                                                                  CATCHMENT CATCHMENT
                                                                                                                                                                                     NAME    AREA (ha)
                                                                                                                                                                                      1/H      1.745




                                                                                                                                                                                                                                                                                                                                                                                                              N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION        DATE   ISSUE DETAILS                                              DRAWN   DESIGN           DRAWN      STATUS                                                      SCALE                                                                 CLIENT                                                                                                  PROJECT                                                   DRAWING TITLE


   1           30.01.17 ORIGINAL ISSUE                                             NA      BF                                         FOR APPROVAL                                                                                                               PALM LAKE WORKS PTY LTD                                                                                 PALM LAKE RESORT
                                                                                                                                                                                                                                                                                                                                                                                                                               STORMWATER DRAINAGE
   2                                                                                                                                NOT FOR CONSTRUCTION
                                                                                                                                                                                     1:500        10    5       0           10             20   A1                                                                                                                          STAGES 4 & 5                                       CATCHMENT LAYOUT PLAN
   3
   4                                                                                                       DESIGN     APPROVED                                                      1:1000                                                      A3                                                                                                                 19 TRADING POST ROAD - COOROY                                    SHEET 2 OF 2
   5                                                                                                                  ANDREW McPHAIL                RPEQ 6921                                                                                                                                                                                                                                                             PROJECT No.                 DRAWING No.               REVISION
   6                                                                                                                                                                                                                                                                                                                                                            DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                            C 2015   www.calibreconsulting.co                   CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                          16-003302
                                                                                                                                                                                                                                                                                                                                                                ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO                                 4310                   A
   8                                                                                                                  FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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