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16-003302-4307

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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                                                                                                                                                                                                                                                                                                                                                                                                CLEARWATER DRIVE
                                                                                                                                                                                   BILLABONG PARADE ENTRY CAR PARK SETOUT                                                     CLEARWATER DR & RAINBOW WAY CAR PARK SETOUT
                                                                                                                                                                             POINT NUMBER            EASTING     NORTHING        ELEVATION                                   POINT NUMBER   EASTING    NORTHING       ELEVATION
                                                                                                                                                                                                                                                                                   14        538.678    1005.550        103.396
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 131                                               130
                                                                                                                                                                                   1                  406.493     1104.916         104.978
                                                                                                                                                                                   2                  408.164     1102.960         104.978                                         15        537.686    1004.542        103.442            144
                               LAMONTS ROAD
                                                                                                                                                                                   3                  408.193     1099.334         105.091                                         16        537.722    1000.142        103.574
                                                                                                                                                                                   4                  423.793     1099.462         104.837                                         17        532.523    1000.099        103.661
                                                                                    214                                               213                                          5                  423.765     1102.862         104.803                                         18        532.487    1004.480        103.529
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 R:1.000
                                                                                                                                                                                   6                  425.748     1104.878         104.724                                         19        531.391    1005.467        103.516                                                                                                                                  A:1.658
                                                                                                                                                                                                                                                                                   20        526.052    1000.513        103.485
                                                                                                                                                                                                                                                                                   21        527.046     999.343        103.506                                                                                                                                                                       RAINBOW WAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.40m
                                                                                                                                                                                                                                                                                   22        531.366     999.379        103.636                                                                                                                                                                                            103
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             103             103




                                                                                                                                                                                                                                                                                                                                                                                                                          103.5
                                                                                                                                                                                                                                                                                                                                            143                                                                                        10                            103                                        .2             .1
                                                                                                                                                                                                                                                                                   23        531.409     994.179        103.584                                                                                                          3.5                            .4                      .3
                                                                                                                                                                                                                                                                                   24        527.012     994.143        103.452                                                                                                                                                         14
                                                                                                                                                                                                                                                                                                                                                                                                                                             19         18
                                                                                                                                                                                                                                                                                   25        526.021     993.105        103.411                                                                                                                                                    15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R:1.000
                                                                       BILLABONG PRD                                                                                                                                                                                                                                                                                R:1.000                                                       20             17
                                                                                                                                                                                                                                                                                                                                                                    A:1.750
                                                                                                                                                                                                                                                                                                                                                                                                                                            22                                     16 A:1.569
                                                        105.1




                                                                              104.                                   104.                      104.                                                                                                                                                                                                                                                                                                                                 2 x 2.6m
                                                        105

                                                         10




                                                                                  8                                      7                         6                                                                                                                                                                                                                                                           5.40m 21
                                                           4.9
                                                            .0




                                                                                                                                                                                                                                                                                                                                                                                               103.4
                                                         1                                                                        6                                                                                                                                                                                                                                                                                               24        23




                                                                                                                                                                                                                                                                                                                                                                                                                        103.4
                                                                                  5.40m



                                                              2     10                           104                         5        R:2.000
                                                                                                                                                                                                                                                                                                                                            142




                                                                                                                                                                                                                                                                                                                                                                                                                                                      2 x 2.6m
                                              R:2.000                   5.0                                .9
                                              A:2.794                                                                                 A:3.142                                                                                                                                                                                                                                                                            25        R:1.000                                                   141
                                                              3                   6 x 2.6m                                   4                                                                                                                                                                                                                                                                                                     A:1.600
                                                                                                                                                212

                                                                                                                                    WHEELSTOPS TO BE
                                                                                                                                    INSTALLED IN
                                                                                                                                    ACCORDANCE WITH                                                                                                                                                                                                                                                                                                                                                                  140
                                                                                                                                    AS2890.1:2004 (TYPICAL)



                                              BILLABONG PARADE ENTRY CAR PARK                                                                                                                                                                                                                                                                    139                                  CLEARWATER DRIVE AND
                                                                                                                                                                                                                                                                                                                                                                                      RAINBOW WAY CAR PARK

                                                                          BILLABONG PRD

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              123
                                                                                  10
                                                                                     4.3




                                                                                                                                                                                          MERMAID CT END OF ROAD SETOUT                                                         SURF WAY & RAINBOW WAY CAR PARK SETOUT
                                                                                                                                      PROVIDE 1.0m WIDE                      POINT NUMBER            EASTING     NORTHING        ELEVATION                                   POINT NUMBER   EASTING    NORTHING       ELEVATION
                                                                                                                                      x 5.30m LONG (MIN.)
                                                                                                                                                                                   10                 470.254     1058.349         104.735                                         26        627.163    1006.275        102.036
                                                                                                                                      CONCRETE BIN PAD
                                                                                                                                                                                   11                 472.763     1061.464         104.735                                         27        626.171    1005.267        102.075
                                               206                                                                                      201
                                                                                   104.4




                                                                                                                                                                                   12                 470.390     1063.373         104.711                                         28        626.207    1000.867        102.207
                                                                                                                                                                                   13                 468.152     1067.999         104.650                                         29        621.007    1000.824        102.255
                                                                                                                                                                                    7                 464.097     1074.727         104.595                                         30        620.968    1005.665        102.106                                           RAINBOW WAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.40m
                                                                                                                                                                                    8                 459.216     1072.365         104.786                                         31        620.576    1005.948        102.098
                                                                                           MERMAID COURT




                                                                                                                                                                                    9                 456.708     1069.248         104.786                                         32        609.954    1002.389        102.220                        102          102                          102                               102.1                                            102.0                                  101.9
S2890.1:2004 (TYPICAL)                                                                                                                                                                                                                                                                                                                                    .4              .3                                   .2                                     31                                      26
                                                                                                                                                                                                                                                                                   33        609.680    1001.974        102.231
                                                                                                                                                                                                                                                                                                                                                                R:0.300                                                                                              30            27
                                                                                                                                                                                                                                                                                   34        604.998    1001.935        102.353
                                                                                                                                      202                                                                                                                                                                                                                       A:0.580                                                 32
                                                                                   104.5




                                                                                                                                                                                                                                                                                   35        605.041     996.735        102.404                                                                                                                                                                    R:1.000
                                               205                                                                                                                                                                                                                                 36        610.048     996.777        102.268                                                           34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     29                            A:1.571
                                                                                                                                                                                                                                                                                                                                                                                                               33




                                                                                                                                                                                                                                                                                                                                                                               2 x 2.6m
                                                                                                                                                                                                                                                                                                                                                                                                                          5.40m                                                           28
                                                                                                                                                                                                                                                                                   37        610.341     996.401        102.263                                                                                                              R:0.300                 2 x 2.6m




                                                                                                                                                                                                                                                                                                                                                                                                                        102.2
                                                                                                                                                                                                                                                                                                                                                                                                                   36                        A:0.560                                                         120
                                                              R:3.000
                                                              A:6.770                                                                                                                                                                                                                                                                         132                                  35                                   37
                                                                              7                                                                                                                                                                                                                                                                                   R:0.300
                                                                   8                                                                                                                                                                                                                                                                                              A:0.550                                   AY
                                                         0m




                                                                                   104.6




                                                                                                                                                                                                                                                                                                                                                                                                  W
                                                        4.0




                                                                                                                                      203                                                                                                                                                                                                                                             R    F
                                                                                                                                                                                                                                                                                                                                                                                   SU
                                                          9
                                                                   0m
                                                                  3.0




                                                                                                           13         R:6.000
                                                                                                                                                                                                                                                                                                                                                                                          .3
                                                                                                                      A:5.310                                                                                                                                                                                                                                                       102
                                                                        104
                                                                          .7




                                                                                                                 12
                                                                                                                                                                                                                                                                                                                                                                                                                                                            119
                                                                                                                       11
                                                                  17
                                                                    .39
                                                                         m                                 104
                                                                                                               .7                              204
                                                                               MI 0m
                                                                                1.0
                                                                                 N.




                                                                                                                10                                                                                                                                                                                                                                                                                                  118


                                              MERMAID COURT END OF ROAD DETAIL                                                                                                                                                       NOTE:                                                                                                                     SURF WAY AND RAINBOW WAY CAR PARK 6
                                                                                                                                                                                                                                     1.      FOR LEGEND REFER TO DRG No. 16-003302-4101                                                                                                       10
                                                                                                                                                                                                                                     2.      FOR NOTES REFER TO DRG No. 16-003302-4102


                                                                                                                                                                                                                                                                                                                                                                                                                                                                 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                                                                                               CARPARKING SETOUT
         2                                                                                                                                                               NOT FOR CONSTRUCTION                                                                                                                                                                                                STAGE 3
         3                                                                                                                                                                                                           1:250   5       0         5        10   A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SHEET 1 OF 1
         4                                                                                                                                        DESIGN   APPROVED                                                  1:500                                   A3                                                                                                                  19 TRADING POST ROAD - COOROY
         5                                                                                                                                                 ANDREW McPHAIL                RPEQ 6921                                                                                                                                                                                                                                                                                      PROJECT No.                      DRAWING No.   REVISION
         6                                                                                                                                                                                                                                                                                                                                                            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                              4307       A
         8                                                                                                                                                 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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