Approved Plans OPW26-0069

                                                                                                                                                                                                                                                                                                                                                                                                                                                     PEDESTRIAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING LEGEND




                                                                                                                                                                                                                                                                                                                                                                                           1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                     ACCESS
                                                                                                                                                                                                                              104                                                                                                                                                                                                                                                                                                                                                                                                     SUBJECT PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4.00     MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STAIRS




                                                                                                                                                                                                                                                                                                                                          1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STORMWATER
                                                                                                                                                                                                                                                                                                          104




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10
                                                                                                                                                                                                                                                                                                                                                                                     104




                                                                                                                                                                                                                                                                                                                                                                                                                                   1.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4
                                                                                                                                                                                                                                                                LANDSCAPE BOULDER RETAINING WALL,
                                                                                                                                                                                                          105                                                   REFER TO LANDSCAPE DRAWINGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.1

                                                                                                                                                                                                                                                                                                                                                                                                              GROUTED ROCK RETAINING WALL,
                                                                                                                                                                                                                                                                                                                                                                                                              REFER TO STRUCTURAL DRAWINGS
                                                                                                                                                                                                 1.55                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED LEGEND
                                                                                                                                                                                                                                      OUTDOOR ALFRESCO AREA.                                    6.36
                                                                                                                                                                                                                                      TYPICAL, , REFER TO                                                                                                                                                                                                                                                                                                                                                                             CONCRETE DRIVEWAY CROSSOVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RENDERED BLOCK RETAINING
                                                                                                                                                                                                                                      ARCHITECTURAL DRAWINGS                                                                                                                                                                                                                                                                     WALL, REFER TO STRUCTURAL




                                                                                                                                                                                                                                                                                                        1.78
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWINGS                                                                                             INTERNAL CONCRETE DRIVEWAY


                                                                                                                                                                                                                                                                                        3.19                                                                                                                                                                                                                                                                                                                                          CONCRETE DRIVEWAY CONTRAST COLOUR (PEDESTRIANS)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE PATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DWELLING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.20                           FOOTPATH TO BE CONSTRUCTED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LANDSCAPE
                                                                                                                                                                                                                                                                                                                 PROPOSED DWELLINGS                                                                                                                                                                                                         IN ACCORDANCE WITH IPWEA
                                                                                                                                                                                                                                                                                                                     FFL 105.95m                                                                                                                                                                                                            STD DRG RS-065
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PUMP ROOM                                                                                                                                  LANDSCAPE BUFFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FFL 105.78m
                                                                                                                                                                                                                       CONCRETE SLEEPER RETAINING
                                                                                                                                                                                                                       WALL, REFER TO STRUCTURAL                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALL - CONCRETE SLEEPER
                                                                                                                                                                                                                       DRAWINGS                                                                                                                                                                                                                                                                                                                                                                                                       RETAINING WALL - GROUTED ROCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALL - BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALL - LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            50.00     MAJOR CONTOUR 1.0m INTERVAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.82
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MINOR CONTOUR 0.25m INTERVAL

                                                                                                                                                                                                                                                                                                                         1.82




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.20
                                                                                                                                                                                                                                                                                                 1.20




                                                                                                                                                                                                                                                                                                                                                    2                                                                                                              2.70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                       WALL TYPE CHANGES
                                                                                                                                                                                                                                                                                                                                                 SP348613




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.5
                                                                                                                                                                                                                       AT THIS LOCATION                                                                                                                                                                                                                                            STAIRS                                                                                                                          NOTES:
                                                                                                                                                                                                                                                                                                STAIRS
                                                                                                                                                                                                                                                                     1.48                                                                                                                                                                                                                                                                                                                                          1.     FOR GENERAL & ROADWORKS/DRIVEWAY NOTES REFER DRG C-011.

                                                                                                                                                                                                                                                                                                                                               TURN AROUND BAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                 LIFT                                                                                                                                                                                                                                                                           HEAVY DUTY (GENERAL WIDE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CROSSOVER IN ACCORDANCE




                                                                                                                                                                                                                                                                                                                                                                                                   5.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WITH IPWEA STD DRG RS-051




                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.5%
                                                                                                                                                                                                                                                                                                                                                                   1.5%
                                                                                                                                                                                                                                                                                        2.25
                                                                                                                                                                                                                                              1.5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.50
                                                                                                                                                                                                                                                                             4.00

                                                                                                                                                                                                                                                                                                        2.50               2.50         2.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.00
                                                                                                                                                                                                                                                                                                                                                                                                    6.20
                                                                                                                                                                                                                                                         2.50                                                                                                                 2.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.5%
                                                                                                                                                                                                                                                                                                                                                                 1.5%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BIN
                                                                                                                                                                                                                                            1.5%




                                                                                                                                                                                                                                                                                                                                                                                                    5.40



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6x1100L BINS

                                                                                                                                                                                                                                                                                                                                  BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                  INCORPORATED INTO STRUCTURE,
                                                                                                                                                                                                                                                                                                                                  REFER TO STRUCTURAL DRAWINGS                                                                                                                                                                          RAMP ACCESS, WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DDA COMPLIANT GRADES
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-300.DWG




                                                                                                                                                                                                                                                                                                                                PROPOSED DWELLINGS
                                                                                                                                                                                                                                                                                                                                    FFL 108.95m
                                                                                                                                                                                                                                                            ROOF OUTLINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           107
                                                                                                                                                                                                        3.00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.00
                                                                                                                                                                                                                                                                                                                                                  CONCRETE SLEEPER RETAINING WALLS,




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NEW ROAD
                                                                                                                                                                                                                                                                                                                                                  REFER TO STRUCTURAL DRAWINGS
   Last Plotted: 2026-04-24 9:43 AM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.00


                                                                                                                                                                                                                                    BUILDING SETBACK
                                                                                                                                                                                                                3.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOOSA COUNCIL
   Last saved by: JACKHARRISON(2026-04-24)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STAIRS
                                                                                                                                                                                                                                                                                                                   111




                                                                                                                                                                                                                                                                                                                                                                  110




                                                                                                                                                                                                                                                                                                                                                                                                    109




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108




                                                                                                                                                                                                          113
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVED PLAN
                                                                                                                                                                                                                            Ex.DN150 SEWER                                                                                                                                                                                                                                                                                                                                                                                              OPW26/0069 5 AUG 2026

                                                                                                                                                                                                                                           North Point             Scale                                                           Horiz. Datum         Client                                    Consultant                                                                                       Project                                                                                    Drawing
                                                                                                                                                                                                                                                                                                                                     LOCAL                                                                                                                                                                                                                            Drawn              JH                                                                Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                                          COAST2BAY                                                                                                                                SOCIAL HOUSING                                                                             DEVELOPMENT SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Design             JH
                                                                                                                                                                                                                                                                                                                                                                        HOUSING GROUP                                                                                                                        OPERATIONAL WORKS - CIVIL                                                                              PLAN
                                                                                                                                                                          C MINOR UPDATE TO SET                          24.04.26 LS
                                                                                                                                                                                                                                                                      0m
                                                                                                                                                                                                                                                                      A1 1:125
                                                                                                                                                                                                                                                                                        3.125                   6.25
                                                                                                                                                                                                                                                                                                                                   Vert. Datum
                                                                                                                                                                                                                                                                                                                                      AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              62 LAKE MCDONALD DRIVE,                                  Check             LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           240444              OPW-C-301               C
                                                                                                                                                                          B FOR TENDER                                   16.04.26 LS                                                                                                RL Datum                                                                                                        CIVIL | STRUCTURAL | GEOTECHNICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  COOROY, QLD, 4563                                    Approved                    Approved Date        Signed                                                                Sheet
                                                                                                                                                                          A FOR APPROVAL
                                                                                                                                                                         Rev           Revision Description
                                                                                                                                                                                                                         09.04.26 LS
                                                                                                                                                                                                                           Date Approved
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.04.26                                              Status   FOR TENDER
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Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026