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16-003302-4308

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




                                                                                                                            /
                                       RAINBOW WAY
                                                                                                                                                                                                                                                                                    187
                                           101.8




                                                                                                                            /
                       101.9




                                                                           10
                                                                             1.7




                                                                                                                            /
                                                                                                    THE PROMENADE
                                                                                           101.6
                                                   121




                                                                                                                            /
                                                                                                                                                                                                                                                                                    186




                                                                                                                            /
                                                                       R:1.000
                                                                       A:1.573
                                                                                         38
                                                                      40         39




                                                                                                                            /
                                                                                                     101.7
                                                                                          101.7
                                                                                 101.8
                                                           2 x 2.6m


                                                                                          5.40m
                                                                       101.9




                                                                                                                             /
                                                                                                                                JOIN NEATLY
                                                                                                                                TO EXISTING
                                                                                                                                                                                                                                                                                    185
                                                                  41            42
                                                                                         43
                                                                                                                                                                                                                                                                                                       CHEVRON                                                     R:1.571




                                                                                                                                  /
                                                                       R:1.000
                                                                       A:1.580                                                                                                                                                                                                                         LINEMARKING TO BE                                           A:1.000
                                     105




                                                                                                                                                                                                                                 /
                                                                                                                                                                                                                                                                                                       PROVIDED IN FRONT OF




                                                                                                                                                                                                                                                                                                                                               101.1
                                                                                                                          R:1.000                                                                                                                                                                                                                                            53
                                                                                                                                                                                                                                                                                                                                                       55



                                                                                                                                          /
                                                                                                                                                                                                                                                                                                       BASIN ACCESS GATE
                                                                                                                          A:1.571                                                                                                                                                                                                                                  54
                                                                                                                                              58




                                                                                                                                                                                                                             /




                                                                                                                                                                                                                                                                                                                                                                101.0
                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                160




                                                                                                                                                                                                                                                                                                                                                                                     4 x 2.6m
                                                                                                                            56           57
                                                                                                                                                                                                                                                                                    161
                                                                                                                                                                                                                     /                                                                                                                                             5.40m




                                                                                                                                                                                                                                                                                                                                                   101
                                                                                                                                                        /




                                                                                                                                                                                                                                                                                                                                                      .1
                                                                                                                                                                                                                                                                                                                           R:1.000                              51        52
                                                                                                                                                                                                                                                                                                                           A:1.843                                                                       2 x 2.6m




                                                                                                                                                                         11




                                                                                                                                                                                                               /
                                                                                                                                                                    /
                                                                               WHEELSTOPS TO BE                                                                 m




                                                                                                                                                                            x2
                                                                                                                                                            .40                                                                                                                                                                                            50           47                          46




                                                                                                                                                                                .6m
                                                                               INSTALLED IN                                                              5                                                                                                                                                                                                                                                     R:1.500
                                                                               ACCORDANCE WITH                                                                                                                                                                                                                                                                               48                     45


                                                                                                                                                                            /
                                                                                                                                                                                                                                                                                                                                                                                                               A:2.356




                                                                                                                                                                                                                                                                                                                                 101.2




                                                                                                                                                                                                                                                                                                                                                                             100.9
                                                                                                                                                                                                               /
                                                                               AS2890.1:2004 (TYPICAL)
                                                                                                                                                                                                                                                                                                                                                                    49                                    44
                                                                                                                                                                                                                                                                                                        LAKESIDE VISTA




                                                                                                                                                                                                                                                                                                                                                                                        5.40m
                                                                                                                                                                                      /
                                                                                                                                                                                                                                                                                                                                                                                                   0.9
                                                                                                                                                                                                                                                                                                                                                                                                10




                                                                                                                                                                                                           /
                                                                                                                                                                                                                                                                                                                         101.            101               10
                                                                                                                                                                                                                                                                                                    101.3                                                    1.0
                                                                                     104                                                                                                                                                                                                                                     2                .1
                                                                                                                                                                                                      /

                                                                                                   CHEVRON LINEMARKING
                                                                                                                                                                                                                                                                                                                                                                   R:0.750
                                                                                                                                                                                                59                                                                                                                                                                 A:1.546
                                                                                                   TO BE PROVIDED IN FRONT
                                                                                                                                                                                           60
                                                                                                   OF BASIN ACCESS GATE
                                                                                                                                                                    TH




                                                                                                                                                                                                     R:1.000
                                                     103
                                                                                                                                                                        E




                                                                                                                                                                                          61         A:1.571
                                                                                                                                                                         PR
                                                                                                                                                                            OM
                                                                                                                                                                              EN




                                                                                                                                   90
                                                                                                                                                                                      AD




                                                                                                                                                                                                                                                                                              158                 159
                                                                                                                                                                                          E




                                     102

                                                                                              91


                                                                                         THE PROMENADE CAR PARK                                                                                                                                                                                                     LAKESIDE VISTA CAR PARK
                                                                                              THE PROMENADE CAR PARK SETOUT                                                                                                                                                                                              LAKESIDE VISTA CAR PARK SETOUT
                                                                               POINT NUMBER                   EASTING                    NORTHING         ELEVATION                                                                                                                                            POINT NUMBER         EASTING                 NORTHING                 ELEVATION
                                                                                     38                        665.309                    988.641           101.746                                                                                                                                                  44              732.646                 1078.892                  101.040
                                                                                     39                        664.315                    987.632           101.782                                                                                                                                                  45              731.134                 1080.379                  100.944
                                                                                     40                        659.852                    987.607           101.864                                                                                                                                                  46              731.102                 1084.279                  100.785
                                                                                     41                        659.882                    982.407           102.044                                                                                                                                                  47              726.302                 1084.240                  100.940
                                                                                     42                        664.281                    982.432           101.816                                                                                                                                                  48              726.335                 1080.210                  101.027
                                                                                     43                        665.287                    981.423           101.792                                                                                                                                                  49              725.237                 1079.540                  101.060
                                                                                     56                        676.454                    971.138           101.886                                                                                                                                                  50              722.256                 1083.196                  101.105
                                                                                     57                        677.868                    971.097           101.862                                                                                                                                                  51              723.209                 1084.472                  101.051
                                                                                     58                        681.068                    974.117           101.586                                                                                                                                                  52              727.425                 1084.507                  100.900
                                                                                     59                        702.761                    951.133           102.209                                                                                                                                                  53              727.347                 1094.107                  100.900
                                                                                     60                        699.564                    948.115           102.135                                                                                                                                                  54              722.947                 1094.071                  100.988
                                                                                     61                        699.523                    946.701           102.135                                                                                                                                                  55              721.939                 1095.062                  101.020



                                                                                                                                                                                                                                     NOTE:
                                                                                                                                                                                                                                     1.   FOR LEGEND REFER TO DRG No. 16-003302-4101
                                                                                                                                                                                                                                     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 2 OF 2
   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                             CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                16-003302
                                                                                                                                                                                                                                                                                                                                                                        ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO                        4308       A
   8                                                                                                                                                    FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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