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                                                                                                                                                                                                                                                                                                                                                   8.78                                                                                                                                                                                   7.18
              EXISTING LEGEND
                                                        SUBJECT PROPERTY BOUNDARY
                             4.00                       MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                         8.70
                                                        MINOR CONTOUR
                                                        SEWER MAIN DN150 VC




                                                                                                                                                                                                                                                                                                                                                                                         8.58
                                                                                                                                                                                                                                                                                                                                                                                                                                           8.16
                                                        WATER MAIN DN100 AC
                                                       U/G TELECOMMS                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.14
                                                        O/H ELECTRICITY
                                                       ELECTRICAL
                                                        STORMWATER
                                                       FENCE


               PROPOSED LEGEND                                                                                                                                                                                                                                                                                                                                           8.61                                                                                                                                                                                                     6.61
                                                                                                                                                                                                                                                                                                                                                                                                                    8.32
                                                         CONCRETE DRIVEWAY

                                                         CONCRETE PATH
                                                                                                                                                                                                                                                                                                                                        8.79




                                                                                                                                                                                                                                                                                                                   EET
                                                                                                                                                                                                                                                                                                                                                    8.78                                                                                                 7.80
                                                         DWELLING




                                                                                                                                                                                                                                                                                                                      TR
                                                         LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.21
                               20.000                    SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                ATER S
                               3%                        CROSSFALL/SLOPE                                                                                                                                                                                                                                                                                                                                                     8.19

                                                                                                                                                                                                                                                                                                                                                                                                                           8.36                                                                                                                                    6.57
                                                                                                                                                                                                                                                                                                                                                                                                                                     8.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      7.13




                                                                                                                                                                                                                                                                                                              SHEARW
                                                                                                                                                                                                                                                                                                                                                                                      8.62
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8.32
                                                                                                                                                                                                                                                                                                                                             8.84                                                                                                                                                                            8.34
                                                                                                                                                                                                                                                                                               9.02

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.32                     11.08
                                                                                                                                                                                                                                                                                                                                                                                                                                  8.44                   8.43
                                                                                                                                                                                                                                                                                                         200mm X 75mm HARDWOOD
                                                                                                                                                                                                                                                                                                         SLEEPERS CAST INTO CONCRETE
                                                                                                                                                                                                                                                                                                         DRIVEWAY, FINISH TO BE FLUSH                                                                                                                                                                                   9.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.32
                                                                                                                                                                                                                                                                                                              COVER TO EXISTING                                                                                      0.66 0.30
                                                                                                                                                                                                                                                                                                              SERVICES MAINTAINED
                                                                                                                                                                                                                                                                                                                                                                                                                               0 0.60 0.30                                                                                                                                10.68
                                                                                                                                                                                                                                                                                                                                                                                                                             54               0.60 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                           8.                              0.60 0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0.60 0.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.60




                                                                                                                                                                                                                                                                                                                             8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.55




                                                                                                                                                                                                                                                                                                                             92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0




                                                                                                                                                                                                                                                                                                                                  8
                                                                                                                                                                                                                                                                                                                                                                                                                           8.53                   8.53                                  05




                                                                                                                                                                                                                                                                                                                                                                                                        8.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      .                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                                         57
                                                                                                                                                                                                                                                                                                                                                     9.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.
                                                                                                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                                                                                                                                                                                                                                         12.2%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             8.




                                                                                                                                                                                                                                                                                                                                                         46
                                                                                                                                                                                                                                                                                                                                                                                                                                                         8.51                       3.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.5%
                                                                                                                                                                                                                                                                                                                                        7.8%
                                                                                                                                                                                                                                                                                        MATCH NEATLY TO                                                                         11%
                                                                                                                                                                                                                                                                                        EXISTING ASPHALT                                                                                                              8.52                                                         11.68
                                                                                                                                                                                                                                                                                        ROAD                                                                                                                                                  8.52
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ISOLATION JOINT TO
                                                                                                                                                                                                                                                                                                                                                                            8.69                                                                                                                                       GARAGE
                                                                            APPROVED JOINT SEALANT
                                                                            10mm WIDE x 12mm DEEP                                                                                                                                                                                                                                                                                                                                                                                                                                                              11.68
                                                                                                                                              75mm
                                                                                                                                                                                                                                                                                                                                      7.8%
                                                                                                 10mm "ABELFLEX"
                                                                                                                                                                                                                                                                                                                                                           13.2%


                        REINFORCED CONCRETE                                                                                                                                                                                                                                                                                   8.89                                                                                                                                                                                           GARAGE
                                                                                                                                                                                                                                                                                           9.06                                                     8
                        PAVEMENT AS SPECIFIED                                                                                                                                                                                                                                                                                                    01                                                                                                                                                                          FFL 8.080
                                                                                                                                                                                                                                                                                                                        00                   9.
                                                                                                                                                                                                                                                                                                                       9                          0.20
                                                                                                                                                                                                                                                                                                                   8.                                         0.20
                         SUBBASE AS SPECIFIED                                                                                                                                                                                                                                                                                                                              0.20                                                             8.38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8.32
                                                                                                                                                                                                                                                                                                                                                                                      0.20
                                                                                                                                         200um MOISTURE BARRIER                                                                                                                                                                                                                                     0                               8.35
                                                                                                                                                                                                                                                                                                                                                                                              57                                                                                             9.59
                                                                                                                                         IF REQUIRED, LAPPED 200um                                                                                                                                                                                                                          8.
                                                                                                                                                                                                                                                                                                                                                                                                                            13.2%                                      11.12

                                                                                                ISOLATION JOINT (IJ)                                                                                                                                                                                                                                                                      57
                                                                                                                                                                                                                                                                                                                                                                                                0                                                                                                7.11




                                                                                                                                                                                                                                                                                                                                                                                                          8.
                                                                                                                                                                                                                                                                                                                                                                                        8.                                                                                     8.32




                                                                                                                                                                                                                                                                                                                                                                                                             54
                                                                                                                           SCALE NTS




                                                                                                                                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3.5%
                                                                                                                                                                                                                                                                                                                                                              PROPOSED GATE
                                                                                                                                                                                                                                                                                                                                                                                                        8.49
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           50
                                                                                                                                                                                                                                                                                                                                                                                                                                                           50               8.36       8.0
                                                                                                                                                                                                                                                                                                                                                                                                                                   8.33              8.0               0                  7.11
                                                                                                                                                                                                                                                                                                                                                                                                                                             8.33                   00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  8.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           8.35
                                                                                                                                                                                                                                                0.44                                                                                                                                                                ACO K200 GRATED DRAIN BOLT                                            7.11
                                                                                                                                                                                                                                                                                                                                                                                                                    DOWN (OR APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                    EQUIVALENT)
                                                                                       200mm X 75mm HARDWOOD SLEEPERS
                                                                                       CAST INTO CONCRETE DRIVEWAY, FINISH
                                                                                       TO BE FLUSH                                                                                                  PROPOSED GATE
                             SHEARWATER                                                                                                                                                                                                                                                                                                                       0.20
                               STREET                                                                           1.50                                                  3.40                                                                                                              3.80                                                      0.60                    0.70
                                                                                                                                             8
                                                                                                                                         01




                                                                                                                      7.8%
                                                                                                                                        9.
                                                                                            0




                                                 3%
                                                                                         90
                                                                                      8.




                                                                                                                                                                13.2%                                                                           6.8%                       0.30            125mm THICK
                                                                                                                                                                                                                                       8.




                                                                                                                                                                                                                                                                                           CONCRETE, SL72
                                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                        57




                                                                                                                                                                                                                                                           54




                                                                                                                                                                                                                                                                                                                                                                                                ASSUMED 30mm LEVEL
                                                                                                                                                                                                                                          0




                                                                                                                                                                                                                                                          8.




                                                                                                                                                                                                                                                                                           MESH, MPa 32
                                                                                                                                                                                                                                                                                                                                                                                                CHANGE TO GARAGE
                                                                                                                                                                                                                                                                                        13.2%
                                                    125mm THICK                                                                                                                                                                                                                                                                                                                                 EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                 GARAGE
                                                    CONCRETE, SL72




                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                                                        05
                                                                                                                                                                                                                                                                                                                                                                                                                 FFL 8.080
                                                                                                                                                                                                                                                                                                                                        05




                                                                                                                                       250mm THICK CONCRETE,                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                   00




                                                                                                                                                                                                                                                                                                                                                                                       8.
                                                    MESH, MPa 32
                                                                                                                                                                                                                                                                                                                                       8.




                                                                                                                                                                                                                                                                                                                                                                8.

                                                                                                                                       SL72 MESH 50mm COVER,
                                                                                                                                       MPa 32
                                                                                                                                                                                                             DRIVEWAY SECTION
                                                                                                                                                                                                                                 SCALE 1:25
                                                                                                                                                                                                                                                                                                      ACO K200 GRATED DRAIN BOLT
                                                                                                                                                                                                                                                                                                      DOWN (OR APPROVED EQUIVALENT)

                                                                                                                               APPROVED RPEQ                                                                                                                            CLIENT                            PROJECT                                                           DRAWING
                                                                                                                                                     DRAWN JW                                                                                                                                                                                                                                                                                                                                                                                STATUS FOR APPROVAL
                                                                                                                               CHARLES COOK
                                                                                                                                                                                                                                                                           ANTHONY & MANDY THOMAS                  PROPOSED RESIDENCE                                                       DEVELOPMENT SITE PLAN                                                 N
                                                                                                                               RPEQ NO: 8480         DESIGN JW                                                                                                                                                                                                                                                                                                                             0m                 1.25                  2.5
                                                                                                                               APPROVED DATE                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT NO.   DRAWING NO.    REV NO.
                                                                                                                                                     CHECK     CC                                                                                                                                                       14 SHEARWATER ST,                                                                                                                                      E            A1 1:50
                                                                                                                               29.10.24                                                                                                                                                                                                                                                                                                                     W                              0m                0.625              1.25
  B       REVISED ISSUE FOR APPROVAL                                                            31.10.24               MF
                                                                                                                              SIGNED                                                                                                                                                                                   PEREGIAN BEACH, QLD                                                                                                                                                                                                         240138      OPW-C-00300          B
  A       ISSUED FOR APPROVAL                                                                   29.10.24               CC                                           COPYRIGHT © All rights reserved.                  CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES                                                                                                                                                                                                                       A1 1:25
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REV                                   DESCRIPTION                                                DATE                APPR.                                          or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SHEET SIZE       A1
Last saved by: JESSWARD(2024-10-31)   Last Plotted: 2024-10-31
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240138 - 14 SHEARWATER ST, PEREGIAN BEACH\04 DESIGN\CAD\240138-OPW-C-00300.DWG
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