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16-003302-3200(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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DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
                                                                                                                                                                        REFER TO INSET A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3
                                                                                                                                                                                                                          .5
                                             NO WORKS WITHIN                                                                                                                                                         98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RP169814




                                                                                                                                                                                                            /
                                                                                                                                                                                                                                                                                                                             5
                                             EXISTING SWALE DRAIN                                                                                                                                                                                                                                                        99.
                                                                                                                                                                               /               /
                                                                                                                                                                    /
                   3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEMPORARY RETAINING WALLS TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROVIDED UNLESS WRITTEN CONSENT IS
                RP169814                                                                                                                                                           99.                                                                                                                                                0.0                                                                                                                                                             OBTAINED FROM ADJACENT PROPERTY
                                                     B                                                                                                                                2                                                                                                                                          10
                                              32                                                                                                                                                                                                                                                                                                                                                                                                                                                      OWNER TO UNDERTAKE MINOR
                                                01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EARTHWORKS WITHIN THEIR BOUNDARY
                                                                                                                       .2
                                                                                                                     98                                                                                                            99
                                                                                                                                                                                                                                     .0
                                                                                                                             .6
                                                                                                                          98
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     98

                                                                                                                .0
                                                             97
                                                                .5 .5                                      99
                                                                 97
                                                                     .0                                                                                                                   99.4
                                                                  98
                                                                                                                             99.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                                                                                          5                                                                                                                                                                                                                                                                                                                                             3201




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             /
                                                                                                                                                                                                                                                99.
                                                                                                                                                                                                   .6                                                                                                                                            100.5
                                                                                                                                                                                             99
                                                                                                                                99.4                                                                                                                                                                                                                                                                                                                                                                                                                                                           .5




                                                                                                                                                         CARAVA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             98




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 /       /


   BOW RL 98.32                                                               98
                                                                                 .5                                               99.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              INSET A




                                                                                                                                                                N
                                                                                                                                                                                                            9.8
                                                                              LOOP R




                                                                                                                                                                                                        9                                                                              D                                              TEMPORARY RETAINING WALLS TO BE




                                                                                                                                                            AISLE
                                                                                                                                                                                                                                                                                      3201                                            PROVIDED UNLESS WRITTEN CONSENT IS
                                                                                                                                                                                                                                                                                                                                      OBTAINED FROM ADJACENT PROPERTY




                                                                                                                                                                                                                                                                 LOOP
                                                                                                                                  99.8
                                                                                                                                                                                                                                                                                                                                      OWNER TO UNDERTAKE MINOR                                                                                                                                                                                  NOTE:




                                                                                                                                                                                                                                                                                                                                                                                        101.0
                                                                                     OAD




                                                0.20                                                                                                                                                                                                                                                                                  EARTHWORKS WITHIN THEIR BOUNDARY
                                         FL RL10 5                                                          C                                                                                                                                                                                                                                                                                                                                                                                                                                   1.         FOR LEGEND REFER TO DRG No. 3101
                                                 0.0




                                                                                                                                                                                                                                                                      R
                                         BE RL10                                                           3201
                                                                                                                                                                                                                                                                                                                                             LOT 101                                                                                                                                                                                            2.         FOR NOTES REFER TO DRG No. 3102




                                                                                                                                                                                                                                                                   OAD
                                                                                      99.0
                                                                                                                                   100.0                                                                                                                                                                                                    SP287641




                                                                                                                                                                                                                                                                                                                                                                                                        101.5
                                         CARETAKERS                                                                                   100.2
                                                                                                                                                                                                                  100.0

                                            UNIT
                                                             /                                                                                                                                                                                                                  0.0
                                                                                                                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                                                                                                                                                                     102.0
                                                                                      BOW RL 100.53                                                             LOOP ROAD
                                                   /




                                                                                                                                                                                                                     100
                                                                                                                                                                                                                        .      2
                                                                                             /                                                                                                                                                                                                                                                                                                       BOW RL 101.26




                                                                                                                                                                                                                                                                                                                          3201
                                                                                                                                                                                                                                                                                                                           G
                                                         /




                                                                                                                                         100.4
       TOW RL 100.65                                                      /                                                                                                                                                                                                                                                                                               BOW RL 100.86
                                                                                                                                  /




                                                                                                                                                                                                                               100.4
                                         TOW RL 101.40
                                                                                                                                                                                                                                100.6                                                                                                                                                                                         1.75
                                                                                        BOW RL 100.59                                               BOW RL 100.47                                                                                                                                                                                                                                                     FL RL10 0
                                                                                                                                                                                                                                   100.8                                                                          00.57                                                                                                  R L1 01.6
                                                                                                                                                                                                                                                                                                          OW RL 1                                                                                                     BE
                                                                                                                                                                                                                                                                                                      B                                       STAGE 3                               FL RL10 6
                                                                                                                                                                                                                                                                                                                                                                                              1.61
                                                                                                    .5
                                                                                                 99




        E                                                                                                                                                                                                                                                                                                                                                                           BE R L 1 0 1.4                    217
                                                                                                                                                                                                                                        1.0




                                                                                                                                                                                                                                                                                                                                                     1.50
                                                                                                                                                                                                                                                                                                                                            FL RL10 5
                                                                                                                                                                                                                                    10




       3201                                                                                        99.5
                                                                                                                                                                                                                                                                                                                                                     0 1.3                             218
                                                                                                                                                                                                                                                                                                                                            BE R L 1
                                                                                                    99.0

                                                                                                                                                                                                                                          10                                                 100.0                                               219
                                                                                                                                                                                                                                                1.2
                                                                                                                                                                                                                                                                                                 100.0                                                                                                                                                    101                            J
                                                                                                         99.0                                                                                                                                                                                                                                                                                                                                                 .8
                                                                                                                                                                                                                                                                                                  100.5                                                                                                                                                                                 3201
                                                                                                         99.5
                                                                                                                                                                                                                                                                                                                                                                                                                                       LE CT
                                                                                                                                                                                                                                                                                                                                                                                                                         PINNAC
                                                                                                                                                                                                                                          BOWLING GREEN ACCESS




                                                                                                 FL RL101.80                                                                                                                                                                                                                                                                                                101.6
                                                                                                 BE RL101.50
                                                                                                                                                                                                                                                                                                     101.0
                                                                                                                                                                                                                                                                                                                                                              101.4

                                                                                                                                                                                                                                                                                                                                                                                                                                     1.71
                                                                                                                                                                                                                                                                                                                                                                                                                            FL RL10 6
                                                                                                                                                                                                                                                                                                                                                                                                                                     0 1.5
                                                                                                                                                                                                                                                                                             LOOP




                                                                                                                                                                                                                                                                                                                                                                                                                            BE R L 1
                                                                                                                0.0




                                                   BOWLING GREEN                                                                                                                                                                                                                                                                                                                                                                                                           TOW RL 102.40
                                                                                                            10




                                                                                                                                                                                                                                                                               10                         101.5
                                                                                                                                                                                                                                                                                    1.4
                                                                                                                                                                                                                                                                     101.6




                                                                                                                                                                                                                                                                                                                                                                            1.60
                                                                                                                                                                                                                                                                                                                                                                     FL RL10 5                                                                                                         2.0m Min. WIDE x 300mm DEEP FULLY
                                                                                                                                                                                                                                                                                                  ROAD




                                                                                                                                                                                                                                                                                                                                                                             1.4                                                                  2.2
                                                                                                                                                                                                                                                                                                                                                                     BE RL10                                    216                             10 02.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                  1                                    TURFED SWALE TO DIVERT FLOWS
                                                                                                                                                                                                                                                                                                                                                          H
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TO CENTRAL BASIN @ Min. 0.5%
                                                                                                                                                                                                                                                                                                             102.0                                       3201
                                                                                                                                                                                                                                                                                                                                                                      215
                                                                                                                          0.5
                                                                                                                     10




       /             /




                                                                                                                                                                                                                                                                                                                                                                                                                                                  I
                                                                                                                                                                                                                                                                                                                                                                                                                                             32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TR




                                                                                                                                                                                                                                                                                                                                                                                                                                               01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AD
                                            2.0m Min. WIDE x 200mm DEEP FULLY                                                                                                                                                                                                                                                                                   TOW RL 102.10                                   TOW RL 102.40                                             ING
                                            TURFED SWALE TO DIVERT FLOWS                                                                                                                                                                                                                                                                                                                                                                                                        PO
                                                                                                                                       3201




                                                                                                                                                                                                                                                                                                                                                                                   EXISTING
                                                                                                                                        F




                                            TO CENTRAL BASIN @ Min. 0.5%                                                                                                                           BBQ AREA
                                                                                                                                                                                                                                                                 EXISTING CLUB HOUSE                                                                                                                                                                                              ST
                                                                                                                                                                                                                                                                                          DECK                                                                                     STAGE 2                                                                                             RO
                                                     EXISTING STAGE 1                                                                                                                                                                                                                                                                                                                                                                                                                     A  D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         N.S.C. REF NO. MCU15/0111 & REC15/0031




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10
                                                                                                                                                                          DRAWN       STATUS                                                                                                              SCALE                                                          CLIENT                                                                                                          PROJECT                                                       DRAWING TITLE
REVISION      DATE       ISSUE DETAILS                                                                                                           DRAWN   DESIGN
   A       21.12.16 ORIGINAL ISSUE                                                                                                                HT       BF                                                       FOR APPROVAL                                                                                                                                                  PALM LAKE WORKS PTY LTD                                                                                         PALM LAKE RESORT                                                   BULK EARTHWORKS
   2                                                                                                                                                                                                              NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                  STAGE 3
   3                                                                                                                                                                                                                                                                                                         1:250   5            0          5           10     A1                                                                                                                                                                                                     LAYOUT PLAN
   4                                                                                                                                                                      DESIGN      APPROVED                                                                                                               1:500                                              A3                                                                                                                          19 TRADING POST ROAD - COOROY
   5                                                                                                                                                                                  ANDREW McPAIL                                                   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                                3200           A
   8                                                                                                                                                                                  FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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