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Settlers Cove Stage 4A & 4B Landscape OPW Documentation 220618 (1of2) · OPW18/0155

Attached to the e-mail Operational Works Application OPW18/0155 - Stormwater Management Statement, Plans - (Email 2 of 4).msg.

of 22

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LEVELS LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL 00.000 FFL - FINISHED INTERNAL FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FL 00.000 FL - FINISHED LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EL 00.000   EL - EXISTING LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CL 00.000   CL - COPING LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FG 00.000   FG - FINISHED GARDEN LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WL 00.000   WL - WATER LEVEL                            SUNSHINE COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BL 00.000   BL - BASE OF WATER FEATURE / POOL LEVEL    Unit 7, Level 1, Capital One
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW 00.000 TW - TOP OF WALL LEVEL                        9 Capital Place
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Birtinya, QLD 4575
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TB 00.000   TB - TOP OF BENCH LEVEL                    T + 61 7 5499 6188
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TS 00.000   TS - TOP OF STEP LEVEL                     F + 61 7 5499 6711
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     BS 00.000   BS - BOTTOM OF STEP LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             © Place Design Group Pty Ltd A.C.N. 082 370 063
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TBW 00.000 TBW - TOP OF BOULDER WALL LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             All information displayed, transmitted or carried within this drawing is
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TF 00.000   TF - TOP OF FENCE LEVEL                     protected by Copyright and Intellectual Property laws.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             The information contained in this document is confidential.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LP 00.000   LP - LOW POINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Recipients of this document are prohibited from disclosing the information
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             herein to any person without the written consent of Place Design Group.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Annotated dimensions take precedence over any measures of scale.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FALL      FALLS TO DRAIN                              Verify all dimensions on site prior to construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             This drawing may display with permission a combination of specialist and
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             other consultant(s) input and linework.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.0      EXISTING CONTOUR LINES                      Nominated specialist and consultant information contained within this
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             document is referenced from their supplied documentation and is
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.0      PROPOSED CONTOUR LINES                      contained in this document as indicative only and not for construction or
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             certification purposes.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SWALES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BATTER SLOPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SETTLER'S COVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STAGE 4A & 4B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CLIENT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAPE BOUVARD PTY LTD




                                                                                                                                                                                                                                                                                                                                                                                                                4




                                                                                                                                                                                                                                                                                                                                                                                                                               3.7
                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                                                                                                        5




                                                                                                                                                                                                                                                                                                                                                                               4.2
                                                                                                                                                                                                                                                                                                                                                                                   2
                                                                                                                                                                                                                                                                                                                                                                6




                                                                                                                                                                                                                                                                                                                                                                                                           5.8
                                                                                                                                                                                                                                                                                                                                                                                                              2
                                                                                                                                                                                                                                                                 7.6
                                                                                                                                                                                                7.8




                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                                                                                                    7



                                                                                                                                                                                                  7
                                                                                                                                                                                              TBW 8.85




                                                                                                                                                                                                                                                                     6.9
                                                                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                                                                             8
                                                                                                                                                                                                                 FG 8.50




                                                                                                                                                                                                                                                         7.2
                                                                                                                                                                                                                                                            7
                                                            7.5




                                                                                                                                                                                                                                                                                   FG 8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6.7
                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                         8.3




                                                                                                                                        FG 8.50
                                                                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
                                                     7.8




                                                                                                                                                                                                                                                                                                                                           8.6
                                                        6




                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                                                                                                                                                                                                                9                                                                                                                                                                                                                                                                                                                                           01       CA      COUNCIL APPROVAL                RY    MS 22/06/2018

                                                                                                                                                                                                                      TBW 9.15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8
  REFER TO DRAWING #02                                                                                                        9.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                         9.6




  REFER TO DRAWING #03                                                                                                          9.50
                                                                                                                                                                                                            9




                                                                                                                                                      BW 9.9                                                                                         10.0
                                                                                                                                       9.75
                             8.5




                                                                                                                                                                        TW 11.29
                                                                                                                                                                                                                                                                      REFER TO DRAWING #02
                                3




                                                                                                                                                                                                                                                                                             REFER TO DRAWING #03




                                                                                                                                                                                                                                                                                                                                                                                                                                          9.9
                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                                                                                                                                                              .1




                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                                                                                                                                                                                           .25
                                                                                                                                                                9.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                    0




                                                                                      TW 13.40                                                                                                      BL 10.85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .25
                                                                         9.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .86
                                                                             7




                                                                                                           10           TW 12.15
                                                                  FG 12.30                                                                                                                             WL 11.14
       TW 13.40                            TW 12.3                                                              10.50
                                                                                                                                        WL 12.15                        BL 10.85
                                                                                                                                                                                                                                                                     11.0
                                                                                                                                                       10.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
                                                CL 12.3                                    SWIMMING POOL
                                                                         10.7




                                                                                           REFER TO DWG                   LP10.40                                    BL 10.85


                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING TITLE




                                                                                                                                                                                                                                                                                                                                                                        .31
                                                                                                                                                                                                TW 13.4
                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10
9.7




                                                                                               902-904




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .74
 5




                                                                                                                                 TS 12.05                TW 12.3                                TW 12.2
                                                                                                                                                                                                                                                                                                                                                                                                                                BS 1
                                                                                                                                                                                                                                                                                                                                                                                                                                     0                                                                                                                                                                       GRADING AND DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                                                                                                                                                                                                                                                                                                     .94



                                                                                                                                                                                                                                                                                                                                                                         11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .82
                                                                                                    FL 11.68

                                                                                                                                                                                                                                                                                                                                                                            .89
        BL 10.95                                                                   TW 12.3                                           TB 11.80          TW 12.60                                                                                                                                                                                                                                                                                                                                                                                                                                              PLANS: SHEET 3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                  11.50                                                                                                                                                                                     TS 1
                                             FL 11.16 FL 11.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .95
                                                                                                                                                                                                                                                                                                                                                                                                           2.02




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        .75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   11
                                                                                                                                                                                                       11.75
                                                                                                                                                               11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .84
                                                                                                                                                                                                                                                                                                                                                                                                                               12
                                           FL 11.12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     11
                                                                                                                                                               .35




                                                                                                                                                                                                                                                                                                                                                                                                                                     .01


                                                                                                                                                                                                                                                                                                                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .45
                                                                                    10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                                                                                                                           2
                                    BS 11.05                                               1:14




                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                     .82




                                                                                                                                                                                                                                                     12.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .91
                                                                                                                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                               11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11
            BL 10.95


                                                                                                                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                1:40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //




                                                                                                                                TW 12.50                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DESIGN   : MS


                                                                                                                                                                                                                                                                                                                                                                                                                                     6
                                                                                                                                                  CL 12.3
                                                                                                                                                                                                                                 .79




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .55
                                                                                                                                                                                                                                                                                                                                                   BS 1                                                                                                                                                                                                                                                                                                                NORTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //




                                                                                                                                                                          SPA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                         2.12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //




                                                 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //




                                                                                                                                                                                                                                                                                                                                                                                                                                                112




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .61
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DOCUMENT : RY/AL
                                                                                                                                                                                                                                                                                                                                                                        12




              CL 12.3


                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.0.02
                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //




                                     11                                                                                                           BL 11.7                                                                                                                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                            .08




                                                                                                                                                                                                                                                                                                                                                                                                                                                         2
                                                      3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
      FL 12.3                                                                       1:14


                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                       4                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                                                                                                                                                                                                                           //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT : 2017008
                                                        5
                                                                                                                                                                                                                                                                                                                                                                12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                          UP
                                                                                                                                              WL 12.60
                                                                                                                                                                                                                                                                                                                                                                                                                                           //




                                                                                                                                                                                                                                                                                                                                    TS 1
                                                                                                                                                                                                                                                                                                                                                                  .12




                                                                                                                                                                                          5


                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .24
                BS 11.05                                                                                                                                                           12.2
                                                                                                                                                                                                                                                                                                                                                                                            12




                                                                                                                                                                                                                                                                                                                                                                                                                                     //




                                                                                                                                                                                                                                                                                                                                        3.20
                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                                                                                                                                                                                                                                                                                                                                                                 .09




                                                                                                   FL 11.72
                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                13




                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                                                                                                  2




                                                                                 TW 12.3                                                                                                                                                13.0
                                                                                                                                                                                                  .98




                                                                                                                                                                                                                                                                                                                                                                                                                     //




                                                                                                                                                                                                                                                                                                                                                                                                                                     12


                                        FL 11.15
                                                                                                                                                                                                                                                                                                                                                                3




                                                                                                                                               TB 12.15
                                                                                                                                                                                                                                                                                                                                             13




                                                                                                                                                                                                                                                                                                                                                                            12



                                                                                                                                                                                                                                                                                                                                                                                                                //
                     11




                                                                                                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                                                                          .37


              TW 13.00
                                                                                                                                                                                                                13




                                                                                                                                                                                                                                                                                                                                                                                            12




                                                                    FL 12.15
                                                                                                                                                                                                                                                                                                                                               .18




                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                              .13
                                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1         0         1        2         3         4         5 metres
                      .09




                                                                                                                                                                                                                                                                12




                                                                                                                                                                                                                                                                                                                                                                                                           //




                                                                                                                                                                                    2.5
                                                                                                                                                                                                                .95




                                                                                                                                                                                                                                                                                                                                                                                                      .34
                                                                                                                                                                                                                                                                                              13
                                                                                                                         13




                                                                                                                                                                                                                                                                                                                                                          6




                                                                                                                                       FL 12.3 CL 12.75                                                                                                                                                                                                         1
                                                                                                                                                                                               12.75




                                                                                                                                                                                                                                                                .66




                                           FL 12.30
                                                                                                                                                                                                                                                                                                                                                                                                      //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                                                                                                                                                                                              13 3.0
                                                                                                                                                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                                       .43
                                                                                                                          .81




                                                                                                                                                                                                       14




                                                                                                                                                                          FL 12.33 1
                                                                                                                                                                                                        13.00




                                                                                                                                                                                                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                                                                                     13




                                                                                                                                                                                                                                                                                                                                                                                                                          .46
                                                                                                                                                                                                        .07




                                                                                                                                                                                                                                                                                                                                                                                            //
                                                                                                                                                                                                                                                                                                                                                                .19
                                                                                                                                                                                                                                                                                                                                      .23




                                      CL 

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