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16-003302-3303(A)

From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INDICATIVE DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200mm THICKx100mm WIDE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  150mm THICK CONCRETE
                                                                                                                              11.007
                                                                                                                              12.100
                                                                                                                              14.600
                                                                                                                              18.750
                                                                                                                              20.000
                                                                                                                              22.500
                                                                                                                              23.044
                                                                                                                              26.250
                                                                                                                              31.250
                                                                                                                              35.000
                                                                                                                              38.000
                                                                                                                              38.750
                                                                                                                              40.000
                                                                                                                              42.199
                                                                                                                              45.949
                                                                                                                              49.699
                                                                                                                              49.729
                                                                                                                              52.027
                                                                                                                              52.741




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          40.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    60.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    63.484




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20.000



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         40.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         45.072
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         48.852
                                                             0.000
                                                             3.620
                                                                                                                              7.982
                                                                                                                              9.600




                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.003




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.040
                   CHAINAGES                                                                                                                                                                                                                                                                                                                                                                             CHAINAGES                                                                                                                                                                                                                                CHAINAGES                                                                                                                                                                                                                                                                       SURFACE AND PAVEMENT


                   HORIZONTAL CURVES                                                                                                                                R10.000                                                                        R10.000                                                                                                                                               HORIZONTAL CURVES                                                                                                                                                                                                                        HORIZONTAL CURVES                                                                                                                                                                                                              TYPICAL SECTION FOR ONE-WAY CROSS FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BOWLING GREEN ACCESS - CONCRETE SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE (A1): 1:100
                                                                                        BOWLING GREEN ACCESS                                                                                                                                                                                                                                                                                                                           PINNACLE CT                                                                                                                                                                                                              CARAVAN AISLE                                                                                                                                                                                                                                             SCALE (A3): 1:200
                                                                             1:500                                           10                    5                    0                                10                              20   A1                                                                                                                                                                                       SCALE HORIZ 1:1000                                                                                                                                                                                                       SCALE HORIZ 1:1000
                                                                   1:1000
                                                                                                                                                                        HORIZONTAL
                                                                                                                                                                                                                                              A3                                                                                                                                                                                       SCALE VERT 1:100                                                                                                                                                                                                         SCALE VERT 1:100
                                                                                        1:50                                 1               0.5                        0                                 1                              2    A1
                                                                             1:100                                                                                                                                                            A3                                                                                                                                                                                                                                                                                                                                                                                                   REFER INTERSECTION DETAILS FOR LIP LEVELS
                                                                                                                                                                            VERTICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      N.S.C. REF NO. MCU15/0111 & REC15/0031
                                                                                                                                                                                                                                                                                                                               DRAWN                                           STATUS                                                         SCALE                                                                                                                                                                                    CLIENT                                                                                                                                                                                                                       PROJECT                                                               DRAWING TITLE
REVISION    DATE    ISSUE DETAILS                                                                                                                                                                                                  DRAWN           DESIGN
   A       21.12.16 ORIGINAL ISSUE                                                                                                                                                                                                       HT         BF                                                                                                                                         FOR APPROVAL                                     1:1000                               10                                  0                   10      20                   30   40                                  50             A1            PALM LAKE WORKS PTY LTD                                                                                                                                                                                                      PALM LAKE RESORT                                                      LONGITUDINAL SECTION
   2                                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION                               1:2000                                                                                                                                                                            A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STAGE 3
   3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          HORIZONTAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   & DETAILS SHEET 2 OF 2
   4                                                                                                                                                                                                                                                                                                                           DESIGN                                          APPROVED                                                          1:100                                2                                  1                   0                            2                                               4       A1                                                                                                                                                                                                                                   19 TRADING POST ROAD - COOROY
   5                                                                                                                                                                                                                                                                                                                                                                           ANDREW McPAIL                 RPEQ 6921                           1:200                                                                                                                                                                            A3                                                                                                                                                                                                                                                                                                      PROJECT No.                      DRAWING No.   REVISION
   6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VERTICAL                                                                                                                                                                                                                                                                                                          DISCLAIMER
   7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C 2015      www.calibreconsulting.co
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16-003302                              3303       A
   8                                                                                                                                                                                                                                                                                                                                                                           FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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