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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               103                                                                                         EXISTING LEGEND
                                                                                                                                                                                                                                      104                                                                                                                                                                                                                                                                                                                                                                                  SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4.00      MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                               TW 103.80
                                                                                                                                                                                                                                                  104                                                                                                                                                                                                                                                                                                                                                                      MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                               BW 103.68
                                                                                                                                                                                    10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SEWER MAIN
                                                                                                                                                                                        4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                  104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STORMWATER
                                                                                                                                                                                                                                                                                                             104




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                      104




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                                                                                                   TW 104.60
                                                                                                                                                                                                               105
                                                                                                                                                                                                 5




                                                                                                                                                                                                                                                                                                                                   BW 104.01
                                                                                                                                                                                              10




                                                                                                                                                                                                                                                                                                TW 104.76
                                                                                                                                                                                                                                     TW 105.80                                                  BW 104.36
                                                                                                                                                                                                                                     BW 105.26                                                                                                                                                            TW 104.60
                                                                                                                                                                                    TW 105.85                                                                                                                                                                                                             BW 104.39
                                                                                                                                                                                    BW 105.61
                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TW 105.80
                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BW 104.85



                                                                                                                                                                                                      EX IL 108.81                                                                                                                            TW 105.80 105
                                                                                                                                                                                                                                                                                                                                              BW 104.80
                                                                                                                                                                                                                                     TW 105.85                                                                                                                                                                                                                                                                                                                                                             PROPOSED LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                     BW 105.35




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 50.00     MAJOR CONTOUR 1.0m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINOR CONTOUR 0.25m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TW 105.80                                                                                                                                          RETAINING WALL - CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BW 105.42                                        TW 105.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BW 104.13                                                                                         RETAINING WALL - GROUTED ROCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL - BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL - LANDSCAPE

                                                                                                                                                                                  107                                                                                                                                106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 0 - 0.5m
                                                                                                                                                                                    C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 0.5 - 1.0m
                                                                                                                                                                                   212
                                                                                                                                                                                                                                                                                                                    PROPOSED DWELLINGS                                                                                                                              TW 105.80                                                  TW 105.44
                                                                                                                                                                                                                                                                                                                        FFL 105.95m                                                                                                                                 BW 105.42                                                  BW 104.53                                                                                    CUT 1.0 - 1.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PUMP ROOM                                            104
                                                                                                                                                                                                                                                                                                                        BEL 105.75m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FFL 105.78m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BEL 105.58m                                                                                                                    CUT 1.5 - 2.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 2.0 - 2.5m

                                                                                                                                                                                                                      TW 108.77                                                                                                                                                                                                                                                                                                                                                                                             CUT 2.5 - 3.0m
                                                                                                                                                                                                                      BW 105.77                                  BH01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 3.0 - 3.5m
                                                                                                                                                                                        108




                                                                                                                                                                                                                                                                                                                                  107




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 3.5 - 4.0m
                                                                                                                                                                                                                                                                                                                                                   SP348613
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 4.0 - 4.5m

                                                                                                                                                                                                                            TW 108.77                                                                                                                                                                                                                                                                                                                                                                                       CUT 4.5 - 5.0m
                                                                                                                                                                                                                            BW 105.97                                                                                                                                                                                                  BH02
                                                                                                                                                                                  TW 109.04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 0 - 0.5m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5
                                                                                                                                                                                  BW 108.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10                                                                                                                                            FILL 0.5 - 1.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6

                                                                                                                                                                                                     EX IL 110.48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 1.0 - 1.5m
                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                          8
                                                                                                                                                                                                                                            109
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 1.5 - 2.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 2.0 - 2.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 2.5 - 3.0m

                                                                                                                                                                                                                                                                                                                                                   PROPOSED CARPARK
                                                                                                                                                                                                                                                                                                                                                      FFL 105.73m
                                                                                                                                                                                                                                                                                                                                                      BEL 105.46m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EARTHWORKS QUANTITIES

                                                                                                                                                                                    TW 110.68                                                                                                                                                                                                                                                                                                                                                                                                           TOP SOIL STRIP:    474m3
                                                                                                                                                                                                                      TW 109.80                                                                                                                                                                                                                                                                                                                                                106                      EARTHWORKS CUT:    -4388m3
                                                                                                                                                                                    BW 109.95
                                                                                                                                                                                                                      BW 108.85                                                                                                                                                                                                                                                                                                                                                                         EARTHWORKS FILL:   528m3
                                                                                                                                                                                                                                                                        110                                                                                                                                                                                                                                                                                                                             BALANCE:           -3,860m3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TW 107.20                                                                             2. ASSUMED TOP SOIL STRIP 150mm THICK.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BW 105.67                                                                             3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                    11




                                                                                                                                                                                   D                                                                                                                                                                                                                                                                                                                                                                                                                   SUBGRADE SURFACE AND STRIPPED SURVEY SURFACE.
                                                                                                                                                                                      1




                                                                                                                                                                                  212
                                                                                                                                                                                                                                                                                                                                                                              10
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-200.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTES:
                                                                                                                                                                                                                                                                                                                                                                                  9




                                                                                                                                                                                                                                                        BH03                                                                    PROPOSED DWELLINGS
                                                                                                                                                                                                                                                                                                                                    FFL 108.95m                                                                                                                                                                                                                                                    1. FOR GENERAL & EARTHWORKS NOTES REFER DRG C-011.
                                                                                                                                                                                                                             TW 108.95                                                                                                                                                                                                                                                                        TW 108.95
                                                                                                                                                                                                                                                                                                                                    BEL 108.75m                                                                                                                                                                                                                                                    2. FOR EROSION & SEDIMENT CONTROL NOTES & DETAILS REFER DRG C-231.
                                                                                                                                                                                                                             BW 105.97                                                                                                                                                                                                                                                                        BW 105.72                                                                            3. RETAINING WALLS TO BE DESIGNED BY OTHERS/STRUCTURAL ENGINEER.
                                                                                                                                                                                                                      TW 109.80
                                                                                                                                                                                                                      BW 108.85




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             107
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10




                                                                                                                                                                                        TW 112.52
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8




                                                                                                                                                                                        BW 109.95                                                                                                                                                                                             TW 109.80
                                                                                                                                                                                                                                                          TW 109.80
                                                                                                                                                                                                                                                                                                                                                                                              BW 108.85
                                                                                                                                                                                                                                                          BW 108.85
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ACCESS RAMP TO HAVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WALLS BUILT IN WITH FORM
                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                            1




                                                                                                                                                                                                       EX IL 112.47                                                           11
                                                                                                                                                                                                                                                                                 2

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




                                                                                                                                                                                                                                                                                                                      111




                                                                                                                                                                                                                                                                                                                                                                 110




                                                                                                                                                                                                                                                                                                                                                                                                    109




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108




                                                                                                                                                                                                               113
                                                                                                                                                                                                                             A                    TW 112.78
                                                                                                                                                                                                                                                  BW 109.94                                                                                                                       TW 109.99                     B                                                                                                                                                                                                              APPROVED PLAN
                                                                                                                                                                                                                            211                                                                                                                                                   BW 109.95
                                                                                                                                                                                                                                                                                                                                                                                                               211                                                                                                                                                                                                           OPW26/0069 5 AUG 2026
                                                                                                                                                                                                                                                                                                                                                                            11
                                                                                                                                                                                                                                                                                                                                                                              0




                                                                                                                                                                                                                                                          North Point          Scale                                                Horiz. Datum        Client                                    Consultant                                                                                     Project                                                                           Drawing
                                                                                                                                                                                                                                                                                                                                      LOCAL                                                                                                                                                                                                             Drawn           JH                                                                        Project No.        Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                                         COAST2BAY                                                                                                                               SOCIAL HOUSING                                                                           EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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-201               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
                                                                                                                                                                                                                                                                                                                                                                                                  COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                  This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                  or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                    SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                    www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.04.26                                              Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Size     A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

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Full text of sections 2 to 7 (of 28)

Section 2

                                                                                                                                                                                                 LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                  FIRST FLOOR BUILDING SLAB                                                              FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                                     15.70                                                                    7.76                                   5.48                                                                                                      17.00                                                                                               9.06
                                                                                                                                                                                                                                                        COMMUNAL OPEN SPACE                                                          BUILDING - A UNITS                          LANDSCAPE                                                                                               CARPARK                                                                                               LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FENCE TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TOP OF WALL




                                                                                                                                                                                                                                                                                         INDICATIVE BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CUT-OFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAIN

                                                                                                                                                                                                                                                        DESIGN SURFACE
                                                                                                                                                                                                                    RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.95
                                                                                                                                                                                                                                                                                                                                                                                                                              RL 108.95
                                                                                                                                                                                                                                                       FENCE TO
                                                                                                                                                                                                                                                       TOP OF WALL
                                                                                                                                                                                                                                                                                                               EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING SLAB



                                                                                                                                                                                                                                                                       0.62
                                                                                                                                                                                                                                                                                                                                                                                                                                       RL 105.73                1.5%                                            1.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALLS

                                                                                                                                                                                                                                                                                                                                                        INDICATIVE BUILDING SLAB UNITS                                                                                                           PARKING AREA
                                                                                                                                                                                                                                                                                               GROUTED
                                                                                                                                                                                                                                                              FOOTPATH
                                                                                                                                                                                                                                                                                               ROCK WALL                                                                                                                                                                                                                                                           BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                      SWALE                                                                                                                                                                                                                                                                                                                        INCORPORATED INTO STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                               SECTION                                        A
                                                                                                                                                                                                                                                                                                                                                                                                SCALE 1:100                                    -




                                                                                                                                                                                                      LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                                                                                                             FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                                              15.57                                                                  7.76                                    5.48                                                                                                  17.00                                                                   6.03                                    6.75
                                                                                                                                                                                                                                                             COMMUNAL OPEN SPACE                                                          BUILDING - A UNITS                         LANDSCAPE                                                                                                  CARPARK                                                      FIRST FLOOR BUILDING SLAB                         LANDSCAPE




                                                                                                                                                                                                                                                                                                INDICATIVE BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CUT-OFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                        RL 108.95
                                                                                                                                                                                                                             RP BDY




                                                                                                                                                                                                                                                           FENCE TO
                                                                                                                                                                                                                                                           TOP OF WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.14
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STORMWATER
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-210.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PIPE
                                                                                                                                                                                                                                                                                                                                                     RL 105.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.5%                                          1.5%
                                                                                                                                                                                                                                                                                  1.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                            INDICATIVE BUILDING SLAB UNITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           INCORPORATED INTO STRUCTURE
                                                                                                                                                                                                                                                                                                   GROUTED
                                                                                                                                                                                                                                                                                                   ROCK WALL
                                                                                                                                                                                                                                                  FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNDERGROUND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STORMWATER TANKS
                                                                                                                                                                                                               FOOTPATH
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                                                                                                                                                                                                 SECTION                                       B
                                                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:100                                  201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOOSA COUNCIL
   Last saved by: JACKHARRISON(2026-04-23)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           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                                                                              EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Design          JH
                                                                                                                                                                                                                                                                                                                                               HOUSING GROUP                                                                                                                                   OPERATIONAL WORKS - CIVIL                                                                       SECTIONS & DETAILS
                                                                                                                                                                          C MINOR UPDATE TO SET                        24.04.26  LS
                                                                                                                                                                                                                                                                0m
                                                                                                                                                                                                                                                                A1 1:100
                                                                                                                                                                                                                                                                                         2.5               5
                                                                                                                                                                                                                                                                                                                      Vert. Datum
                                                                                                                                                                                                                                                                                                                         AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                62 LAKE MCDONALD DRIVE,                            Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       240444           OPW-C-211               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
                                                                                                                                                                                                                                                                                                                                                                                     COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                     This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                     or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                        www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.04.26                                                        Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Size     A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

Section 3

                                                                                                                                                                                                                        FUTURE                    3.06                                                                                                                                                   46.06                                                                                                                                                          3.15                 3.53                               NEW
                                                                                                                                                                                                                  DEVELOPMENT               LANDSCAPE                                                                                                                                PROPOSED DWELLINGS                                                                                                                                                              PUMP ROOM            LANDSCAPE                          ROAD




                                                                                                                                                                                                                                                                                                                                                                INDICATIVE BUILDING


                                                                                                                                                                                                                                                                FENCE TO


                                                                                                                                                                                                                                   RP BDY
                                                                                                                                                                                                                                                                TOP OF WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RP BDY
                                                                                                                                                                                                     EXISTING SWALE
                                                                                                                                                                                                     TO BE MAINTAINED                                                                                                                               EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DESIGN SURFACE
                                                                                                                                                                                                                                                                                         RL 105.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FENCE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOP OF WALL
                                                                                                                                                                                                                CONCRETE SLEEPER
                                                                                                                                                                                                                RETAINING WALL                                                                                                                                                                                                                BUILDING SLAB

                                                                                                                                                                                                                                                                        SUBSOIL DRAINAGE                                                                                                                                                                                                                     EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BLOCK RETAINING
                                                                                                                                                                                                                                   FOOTPATH                                                                                                                                                                                                                                                                                                                         WALL




                                                                                                                                                                                                                                                                                                                                                                                                                 SECTION                              C
                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:100                         201




                                                                                                                                                                                                                                 FUTURE                  3.00                                                                                                                                                                      48.45                                                                                                                                                     2.93                         NEW
                                                                                                                                                                                                                             DEVELOPMENT              LANDSCAPE                                                                                                                                                                  CARPARK                                                                                                                                                  LANDSCAPE                       ROAD




                                                                                                                                                                                                                                                                                                                                          INDICATIVE BUILDING


                                                                                                                                                                                                                                                                 FENCE TO
                                                                                                                                                                                                                                                                 TOP OF WALL
                                                                                                                                                                                                                                             RP BDY




                                                                                                                                                                                                          EXISTING SWALE
                                                                                                                                                                                                          TO BE MAINTAINED
                                                                                                                                                                                                                                                         1.13



                                                                                                                                                                                                                                                                     0.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LANDSCPAING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RP BDY
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-210.DWG




                                                                                                                                                                                                                                                                            3.00




                                                                                                                                                                                                                                                                                                             DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.50
                                                                                                                                                                                                                                                                                                                                                                                                        RL 105.73                          0.5%




                                                                                                                                                                                                                                                                                    BLOCK WORK RETAINING WALL                                                                                                                                                                                                                                                                                         STORMWATER PIPE
                                                                                                                                                                                                                                                                                    INCORPORATED INTO STRUCTURE                                                                                                                                                                                                                                 BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                INCORPORATED INTO STRUCTURE
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                    CONCRETE SLEEPER
                                                                                                                                                                                                                    RETAINING WALLS

                                                                                                                                                                                                                                                                                                                                                                                                                       SECTION                             D
                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE 1:100                       201                                                                                                                                            NOOSA COUNCIL
   Last saved by: JACKHARRISON(2026-04-23)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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                                                               EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Design            JH
                                                                                                                                                                                                                                                                                                                                             HOUSING GROUP                                                                                                                              OPERATIONAL WORKS - CIVIL                                                        SECTIONS & DETAILS
                                                                                                                                                                          C MINOR UPDATE TO SET                         24.04.26 LS
                                                                                                                                                                                                                                                                            0m
                                                                                                                                                                                                                                                                             A1 1:100
                                                                                                                                                                                                                                                                                          2.5         5
                                                                                                                                                                                                                                                                                                                  Vert. Datum
                                                                                                                                                                                                                                                                                                                     AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         62 LAKE MCDONALD DRIVE,                Check             LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            240444           OPW-C-212               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
                                                                                                                                                                                                                                                                                                                                                                               COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                               This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                               or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                 SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                 www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.04.26                                                                 Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Size     A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

Section 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                                                                                                                                       4.00          MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH                                                                                                                                                                    MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                        CT1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                          7.07




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .0177
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TC11.401




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       08
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CH0.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          144.
                                                                                                                                                                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CTTC1
                                                                                                                                                                                                                                                                                                                                                                                             CH2




                                                                                                                                                                                                                                                                                                                                                                                                                                  CH2
                                                                                                                                                                                                                                                                                                                                                                                             CT
                                                                                                                                                                                                                                                                                                                                                                                              TC2
                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           L2.898




                                                                                                                                                                                                                                                                                                                                                                                                 6.01




                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                 5.15
                                                                                                                                                                                                                                                                                                                                                                                                  2.29
                                                                                                                                                                                                                                                                                                                                                                                                                                                      05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .10




                                                                                                                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                                                                                                                                                                    RW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              L0




                                                                                                                                                                                                                                                                                                                                                                                                      7
                                                                                                                                                                                                                                                                                                                                                                                                                                          L5.2
                                                                                                                                                                                                                                                                                                                                                                                                                                              23                       0                                    9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                " R-2.90              L2.66                                        L11.401
                                                                                                                                                                                                                                                                                                                                                                                            56
                                                                                                                                                                                                                                                                                                                                                                                              L0.8                                              226°2                   28
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3°4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3'5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RW05
                                                                                                                                                                                                                                                                                                                                                                                                          L2.859                            8'10                                                 00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   126
                                                                                                                                                                                                                                                                                                                                                                                                                                           "                                                       R4.1                                           246°24'48"
                                                                                                                                                                                                                                                                                                                                                                                        "




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      °57
                                                                                                                                                                                                                                                                                                                                                                                   5'25
                                                                                                                                                                                                                                                                                                                                                                                         266°2                                                          66°25'26"                                                                                                                                                                 RW04




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      L13



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         '42
                                                                                                                                                                                                                                                                                        RW04                                                                                                              R4.100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .04
                                                                                                                                                                                     CH93.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1
                                                                                                                                                                                                                                                                                                                                                                                                                                                        L44.720
                                                                                                                                                                                                                                                                336°25'26"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              126
                                                                                                                                                                                                                                                                                         L3.156




                                                                                                                                                                                                                                                                                                      CH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 °55
                                                                                                                                                                                                                                                                                                         3   .16




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CH40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      47.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    '13
                                                                                                                                                                                                                                                                                                                                                                                                           CH20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RETAINING WALL LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CH



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                              CH0.00                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WALL NAME:                   WALL TYPE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.04                                                                        RW01              BLOCK & CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CH1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .89                                                                                                                                                                         RW02                  CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CH52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   156°21'43"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RW03                  CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  L3.403
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RW04                   GROUTED ROCK
                                                                                                                                                                                                                      336°24'48"


                                                                                                                                                                                                                                                            L14.613




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RW05                 LANDSCAPE BOULDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CH56.29




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      L5.482
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RW08                        BLOCK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RW0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .52
                                                                                                                                                                                                                                                  RW01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CH18




                                                                                                                                                                                                                                                                                          CH80 9
                                                                                                                                                                                                                                                                                          CH79.2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SP348613
                                                                                                                                                                                                                                                                               L5.422
                                                                                                                                                                                                                                              4'32"
                                                                                                                                                                                                                                                 320°2




                                                                                                                                                                                                                                                                                                               CH73.87
                                                                                                                                                                                                                                                                         CH0.00
                                                                                                                                                                                                                      RW02



                                                                                                                                                                                                                                                                                        RW01
                                                                                                                                                                                                                                               150°11'10"
                                                                                                                                                                                                            L11.460




                                                                                                                                                                                                                                                                      336°24'48"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH0.00
                                                                                                                                                                                                                                                                                            L17.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RW01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         246°24'45"

                                                                                                                                                                                    CH0.00                                                                                                        CH11.46
                                                                                                                                                                                                                 RW03




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                156°24'48"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    L5.599
                                                                                                                                                                                                                                                                                                               CH60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH20
                                                                                                                                                                                                                                                                                                                                                                                                               CH40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8.5
                                                                                                                                                                                                                                                                                                              .87




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                                                                        56
                                                                                                                                                                                                                                                                                                      CH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RW01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L48.281
                                                                                                                                                                                                                                                                                                                                                            RW01
                                                                                                                                                                                                                                                                  156°24'48"
                                                                                                                                                                                                                            L10.379




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    246°24'48"
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-250.DWG




                                                                                                                                                                                                                                 156°24'48"
                                                                                                                                                                                                  L12.251




                                                                                                                                                                                                                                                                                                  CH20.00
                                                                                                                                                                                                                                                                                                      84
                                                                                                                                                                                                                                                                                                   21.
                                                                                                                                                                                                                                                                                            CH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CH55.04
                                                                                                                                                                                                                                                                                                                                                                                                     CH40.00
                                                                                                                                                                                                                                                                                                                                          CH28.8




                                                                                                                                                                                                                                                                                                           91°
                                                                                                                                                                                                                                                                                                                 24'4
                                                                                                                                                                                                                                                                                                                                          2




                                                                                                                                                                                                                                                                                                                     8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NEW ROAD
                                                                                                                                                                                                                                                                                                       L6.9
                                                                                                                                                                                                                                                                                                             83
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                                                                                                                                                                                                                      66°24'48"
                                                                                                                                                                                                                                                                                        91°
                                                                                                                                                                                                                                                                                               24'4                                                              RW02                                                                                                                                                            RW02
                                                                                                                                                                                              5                                                                                                       8"
                                                                                                                                                                                             2
                                                                                                                                                                                         12.                                                                                                                                                                                                                          L26.216
                                                                                                                                                                                       CH                                                                                          L6.7
                                                                                                                                                                                                                                                                                          32
                                                                                                                                                                                                                                                                                                                                                                                                 66°49'5"
                                                                                                                                                                                                                                                                                                                                                                 RW03                                                                                                                      RW03
                                                                                                                                                                                                                                                                                                                                                                                                 L25.017
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
   Last saved by: JACKHARRISON(2026-04-24)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROVED PLAN
                                                                                                                                                                                                                                                                                                                        CH18.9

                                                                                                                                                                                                                                                                                                                                   CH20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CH40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CH44.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OPW26/0069 5 AUG 2026
                                                                                                                                                                                                                                                                                                                               8




                                                                                                                                                                                                                                                                                                                                                   North Point     Scale                                                                       Horiz. Datum                       Client                                                                       Consultant                                                                                                          Project                                                                                                 Drawing
                                                                                                                                                                                                                                                                                                                                                                                                                                                 LOCAL                                                                                                                                                                                                                                                                                                             Drawn              JH                                                                Project No.           Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COAST2BAY                                                                                                                                                                                          SOCIAL HOUSING                                                                                     RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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-251               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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RPEQ      

Section 5

21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                16.04.26                                               Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Size     A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

Section 6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OPW26/0069 5 AUG 2026




                                                                                                                                                                                                                                                                                                                                                          SURVEY SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SURVEY SURFACE
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-260.DWG




                                                                                                                                                                                                 DATUM 103.000                                                                                                                                                                                                                                                                                  DATUM 106.400
                                                                                                                                                                                                                 105.852




                                                                                                                                                                                                                                         108.950




                                                                                                                                                                                                                                                                    108.950




                                                                                                                                                                                                                                                                                      108.950




                                                                                                                                                                                                                                                                                                           108.950




                                                                                                                                                                                                                                                                                                                               108.950




                                                                                                                                                                                                                                                                                                                                                108.950




                                                                                                                                                                                                                                                                                                                                                                            108.950




                                                                                                                                                                                                                                                                                                                                                                                                                     108.072




                                                                                                                                                                                                                                                                                                                                                                                                                                             106.933




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 105.844




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                109.023




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           109.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  109.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            109.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                109.800
                                                                                                                                                                                   TOP OF WALL                                                                                                                                                                                                                                                                                      TOP OF WALL
                                                                                                                                                                                                                 105.652




                                                                                                                                                                                                                                         105.721




                                                                                                                                                                                                                                                                    105.811




                                                                                                                                                                                                                                                                                      105.879




                                                                                                                                                                                                                                                                                                           105.907




                                                                                                                                                                                                                                                                                                                               105.931




                                                                                                                                                                                                                                                                                                                                                105.948




                                                                                                                                                                                                                                                                                                                                                                            105.980




                                                                                                                                                                                                                                                                                                                                                                                                                     105.591




                                                                                                                                                                                                                                                                                                                                                                                                                                             105.437




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 105.273




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                108.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           108.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  108.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            108.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                108.850
                                                                                                                                                                                   BOTTOM OF WALL                                                                                                                                                                                                                                                                                   BOTTOM OF WALL



                                                                                                                                                                                   HEIGHT OF WALL                                                                                                                                                                                                                                                                                   HEIGHT OF WALL
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                 0.200




                                                                                                                                                                                                                                         3.229




                                                                                                                                                                                                                                                                    3.139




                                                                                                                                                                                                                                                                                      3.071




                                                                                                                                                                                                                                                                                                           3.043




                                                                                                                                                                                                                                                                                                                               3.019




                                                                                                                                                                                                                                                                                                                                                3.002




                                                                                                                                                                                                                                                                                                                                                                            2.970




                                                                                                                                                                                                                                                                                                                                                                                                                     2.481




                                                                                                                                                                                                                                                                                                                                                                                                                                             1.497




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.571




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.173




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           0.950




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.950




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.950




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.950
                                                                                                                                                                                                                                                                    20.000




                                                                                                                                                                                                                                                                                      28.472




                                                                                                                                                                                                                                                                                                           40.000




                                                                                                                                                                                                                                                                                                                               50.000




                                                                                                                                                                                                                                                                                                                                                56.867




                                                                                                                                                                                                                                                                                                                                                                            70.000




                                                                                                                                                                                                                                                                                                                                                                                                                     79.285




                                                                                                                                                                                                                                                                                                                                                                                                                                             86.925




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 93.902




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           11.460




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21.839




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            28.822




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                55.038
                                                                                                                                                                                   CHAINAGE                                                                                                                                                                                                                                                                                         CHAINAGE
                                                                                                                                                                                                                 0.000




                                                                                                                                                                                                                                         8.586




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.000
   Last saved by: JACKHARRISON(2026-04-23)




                                                                                                                                                                                         H 1:250 (A1)                                                                                                                                                                                                                                                                                   H 1:250 (A1)
                                                                                                                                                                                         V 1:50 (A1)                                                                                                   CONTROL LINE RW01                                                                                                                                                                V 1:50 (A1)                                                           CONTROL LINE RW02



                                                                                                                                                                                                                                                   North Point   Scale                                 Horiz. Datum   Client                                 Consultant                                                                                     Project                                                                    Drawing
                                                                                                                                                                                                                                                                                                         LOCAL                                                                                                                                                                                              Drawn                 JH                                                           Project No.        Drawing No.             Rev No.
                                                                                                                                                                                                                                                                                                                                           COAST2BAY                                                                                                                             SOCIAL HOUSING                                                         RETAINING WALL
                                                                                                                                                                                                                                                                    0m         1.25             2.5                                                                                                                                                                                                         Design                JH
                                                                                                                                                                                                                                                                                                                                         HOUSING GROUP                                                                                                                     OPERATIONAL WORKS - CIVIL                                                 LONGITUDINAL SECTIONS
                                                                                                                                                                          C MINOR UPDATE TO SET                            24.04.26 LS
                                                                                                                                                                                                                                                                    A1 1:50

                                                                                                                                                                                                                                                                    0m         6.25             12.5
                                                                                                                                                                                                                                                                                                       Vert. Datum
                                                                                                                                                                                                                                                                                                          AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            62 LAKE MCDONALD DRIVE,         Check                 LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                240444           OPW-C-261                 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
                                                                                                                                                                                                                                                                    A1 1:250                                                                                 COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                             This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                             or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                               SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                               www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RPEQ          21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              16.04.26                                     Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Size      A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

Section 7

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OPW26/0069 5 AUG 2026




                                                                                                                                                                                                                                                                                              SURVEY SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SURVEY SURFACE
                                             Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-260.DWG




                                                                                                                                                                                                 DATUM 107.300                                                                                                                                                                                                                                             DATUM 101.900
                                                                                                                                                                                                                 110.680




                                                                                                                                                                                                                                             112.178




                                                                                                                                                                                                                                                             112.788




                                                                                                                                                                                                                                                                                  112.356




                                                                                                                                                                                                                                                                                                   111.759




                                                                                                                                                                                                                                                                                                                    111.125




                                                                                                                                                                                                                                                                                                                                  110.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  105.864


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            105.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      105.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 105.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          105.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    105.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              105.800

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        105.800


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  105.800


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            105.800
                                                                                                                                                                                   TOP OF WALL                                                                                                                                                                                                                                        TOP OF WALL
                                                                                                                                                                                                                 110.000




                                                                                                                                                                                                                                             110.000




                                                                                                                                                                                                                                                             110.000




                                                                                                                                                                                                                                                                                  110.000




                                                                                                                                                                                                                                                                                                   110.000




                                                                                                                                                                                                                                                                                                                    110.000




                                                                                                                                                                                                                                                                                                                                  110.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  105.350


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            105.267




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      105.018




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 104.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          104.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    104.800




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              104.857

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        104.994


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  105.180


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            105.400
                                                                                                                                                                                   BOTTOM OF WALL                                                                                                                                                                                                                                     BOTTOM OF WALL



                                                                                                                                                                                   HEIGHT OF WALL                                                                                                                                                                                                                                     HEIGHT OF WALL
   Last Plotted: 2026-04-24 9:22 AM




                                                                                                                                                                                                                 0.680




                                                                                                                                                                                                                                             2.178




                                                                                                                                                                                                                                                             2.788




                                                                                                                                                                                                                                                                                  2.356




                                                                                                                                                                                                                                                                                                   1.759




                                                                                                                                                                                                                                                                                                                    1.125




                                                                                                                                                                                                                                                                                                                                  0.453




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.515


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.533




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.782




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.943

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.806


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.620


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.400
                                                                                                                                                                                                                                             10.000




                                                                                                                                                                                                                                                             18.983




                                                                                                                                                                                                                                                                                  24.497




                                                                                                                                                                                                                                                                                                   29.497




                                                                                                                                                                                                                                                                                                                    34.497




                                                                                                                                                                                                                                                                                                                                  40.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 20.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          30.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    40.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              47.876

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        50.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  52.889


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            56.291
                                                                                                                                                                                   CHAINAGE                                                                                                                                                                                                                                           CHAINAGE
                                                                                                                                                                                                                 0.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.156
   Last saved by: JACKHARRISON(2026-04-23)




                                                                                                                                                                                         H 1:250 (A1)                                                                                                                                                                                                                                          H 1:250 (A1)
                                                                                                                                                                                         V 1:50 (A1)                                                   CONTROL LINE RW03                                                                                                                                                                       V 1:50 (A1)                                                      CONTROL LINE RW04



                                                                                                                                                                                                                                             North Point    Scale                                                             Horiz. Datum   Client                   Consultant                                                                                     Project                                                            Drawing
                                                                                                                                                                                                                                                                                                                                LOCAL                                                                                                                                                                           Drawn              JH                                                                                     Project No.        Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                        COAST2BAY                                                                                                                    SOCIAL HOUSING                                                           RETAINING WALL
                                                                                                                                                                                                                                                                       0m                   1.25             2.5                                                                                                                                                                                                Design             JH
                                                                                                                                                                                                                                                                                                                                                      HOUSING GROUP                                                                                                            OPERATIONAL WORKS - CIVIL                                                   LONGITUDINAL SECTIONS
                                                                                                                                                                          C MINOR UPDATE TO SET                            24.04.26 LS
                                                                                                                                                                                                                                                                       A1 1:50

                                                                                                                                                                                                                                                                       0m                   6.25             12.5
                                                                                                                                                                                                                                                                                                                              Vert. Datum
                                                                                                                                                                                                                                                                                                                                 AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                62 LAKE MCDONALD DRIVE,         Check              LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           240444           OPW-C-262               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
                                                                                                                                                                                                                                                                       A1 1:250                                                                                       COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                      This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                      or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                        www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RPEQ       21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    16.04.26                                                          Status   FOR TENDER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Size     A1
Document Set ID: 24771665
Version: 1, Version Date: 18/05/2026

The text continues on section 8.

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