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LATE RFI - 240444-MCU-C-Civil Drgs_20251127

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4.00     MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                   TW 104.20                                                                                                                                                                                                  50.00       MAJOR CONTOUR 1.0m INTERVAL
                                                                                                                                                                                                                                                                                                                                                   BW 103.60                                                                                                                                                                                                              MINOR CONTOUR 0.5m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                               TW 105.40
                                                                                                                                                                                                                                                                                                                                                                                                               BW 104.90




                                                                                                                                                                                                                                                                                                                                                                           4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CUT 0 - 0.5m




                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                                                                                                                                                                                              TW 105.90
                                                                                                                                                                                                                                                                                                                                                                                                                              BW 105.40                                                                                                                                    CUT 0.5 - 1.0m
                                                                                                                                                                                                                                                                                                                                                                                       105
                                                                                                                                                                                                                                                                                                                TW 104.70
                                                                                                                                                                                                                                                                                                                BW 104.20                                                                                                                                                                                                                                                  CUT 1.0 - 1.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CUT 1.5 - 2.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                               TW 105.20                                                                                                   CUT 2.0 - 2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                               BW 104.30
                                                                                                                                                                                                                                                                                                              TW 105.90
                                                                                                                                                                                                                                                                                                              BW 105.40                                                                                                                                                                                                                                                    CUT 2.5 - 3.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                                       TW 105.90                                                                                                           CUT 3.0 - 3.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                       BW 105.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CUT 3.5 - 4.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CUT 4.0 - 4.5m
                                                                                                                                                                                                                                                                    TW 105.90
                                                                                                                                                                                                                                                                    BW 105.40                                                                                                                                                                                                                                                                                              CUT 4.5 - 5.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 0 - 0.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 0.5 - 1.0m


                                                                                                                                                                                                                                   TW 106.40                                                                                                                                                                                                                                                                                                                              FILL 1.0 - 1.5m
                                                                                                                                                                                                                                   BW 106.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 1.5 - 2.0m
                                                                                                                                                                                                                                                          6
                                                                                                                                                                                                                                                       1.9                                                                                                                                                                                                                                                                                                                FILL 2.0 - 2.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 2.5 - 3.0m

                                                                                                                                                                                                                               C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 3.0 - 3.5m
                                                                                                                                                                                                                              212
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 3.5 - 4.0m

                                                                                                                                                                                                                                                       TW 108.82
                                                                                                                                                                                                                                                       BW 107.75                                                                                                                                                                                                                                                                                                          FILL 4.0 - 4.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL 4.5 - 5.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TW 107.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BW 105.95
                                                                                                                                                                                                                                                   TW 109.95                                   6
                                                                                                                                                                                                                                                   BW 109.02                                 10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TOP SOIL STRIP:       470m3
                                                                                                                                                                                                                                                                                                                                                               108                                                                                                                                                                                 EARTHWORKS CUT:       -3,156m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EARTHWORKS FILL:      513m3
                                                                                                                                                                                                                                                                                                                                                                                                109                                                                                            TW 107.74                                           BALANCE:              -2,643m3
                                                                                                                                                                                                                                                                                                                                             107                                                                                                                                               BW 107.63
                                                                                                                                                                                                                                                                   TW 110.58                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                   BW 110.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2. ASSUMED TOP SOIL STRIP 150mm THICK.
                                                                                                                                                                                                                                                                                                                                 TW 110.91                                                                                                                                                                                                         3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                 BW 105.95                                                                             11                              TW 109.95                                                                                      DESIGN SURFACE AND SURVEY SURFACE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                       BW 109.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         211
                                                                                                                                                                                                                                                                     D                                                                                                                                                                                                                                                                             DEMOLITION
                                                                                                                                                                                                                                                                                                                                                                                                                              TW 110.43
                                                                                                                                                                                                                                                                    212         TW 112.20                                                                                                                                     BW 110.38                                                                                                            DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
                                         Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-201.DWG




                                                                                                                                                                                                                                                                                BW 109.95                                                                                                                                                                                                                                                          AND/OR STRUCTURES ON SITE AND DISCONNECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ACCORDANCE WITH A PLUMBING AND DRAINAGE
                                                                                                                                                                                                                                                                                 TW 112.52                                                                                                                                                                                                                                                         APPLICATION PRIOR TO DEMOLITION COMMENCING.
                                                                                                                                                                                                                                                                                 BW 112.50
                                                                                                                                                                                                                                                                                                                                         TW 112.16
                                                                                                                                                                                                                                                                                                                                         BW 109.95

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CLEARING
                                                                                                                                                                                                                                                                                                                                       TW 112.47                                                                                                                                                                                                    THE CONTRACTOR SHALL REMOVE ALL EXISTING
                                                                                                                                                                                                                                                                                                                                       BW 112.45                                                                                                                                                                                                    VEGETATION WITHIN THE SITE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    THE APPROVED TREE RETENTION PLAN IF SPECIFIED.


                                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                                          211
Last Plotted: 2025-11-26
Last saved by: KEVINTORRES(2025-10-28)




                                                                                                                                                                                                                           North Point         Scale                                          Horiz. Datum          Client                                           Consultant                                                                                          Project                                                   Drawing
                                                                                                                                                                                                                                                                                                LOCAL                                                                                                                                                                                                         Drawn           KT                                                                 Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                  COAST2BAY                                                                                                                                         SOCIAL HOUSING                                                      EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Design          JH
                                                                                                                                                                                                                                                                                                                                HOUSING GROUP                                                                                                                                MATERIAL CHANGE OF USE - CIVIL                                                PLAN
                                                                                                                                                                                                                                                  0m
                                                                                                                                                                                                                                                  A1 1:200
                                                                                                                                                                                                                                                                    5            10
                                                                                                                                                                                                                                                                                              Vert. Datum
                                                                                                                                                                                                                                                                                                 AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  240444             MCU-C-201               A
                                                                                                                                                                                                                                                                                                   RL Datum                                                                                                                 CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date    Signed                                                                     Sheet
                                                                                                                                                                      A FOR APPROVAL
                                                                                                                                                                     Rev          Revision Description
                                                                                                                                                                                                         28.10.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.10.25                                             Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Size     A1
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Page 2

                                                                                                                                                                                             LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                                                                                            FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                             15.70                                                              7.76                                   5.48                                                                                                      17.00                                                          6.03                                          6.24
                                                                                                                                                                                                                                                  COMMUNAL OPEN SPACE                                                  BUILDING - A UNITS                          LANDSCAPE                                                                                               CARPARK                                            FIRST FLOOR BUILDING SLAB                               LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RP BDY
                                                                                                                                                                                                                                                                            INDICATIVE BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT-OFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAIN
                                                                                                                                                                                                               RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.00
                                                                                                                                                                                                                                                                                                                                                                                                                RL 108.95



                                                                                                                                                                                                                                                        DESIGN SURFACE                         EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                         RL 105.95                 2%                                             2%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RETAINING WALLS


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




                                                                                                                                                                                                                                                                                                                                                                                 SECTION                                        A
                                                                                                                                                                                                                                                                                                                                                                                  SCALE 1:100                                    -




                                                                                                                                                                                                 LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                                                                                                 FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                                   15.57                                                               7.76                                    5.48                                                                                                  17.00                                                             6.03                                          6.39
                                                                                                                                                                                                                                                     COMMUNAL OPEN SPACE                                                    BUILDING - A UNITS                         LANDSCAPE                                                                                                  CARPARK                                            FIRST FLOOR BUILDING SLAB                                LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RP BDY
                                                                                                                                                                                                                                                                                  INDICATIVE BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CUT-OFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                          RL 108.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0.90
                                                                                                                                                                                                                        RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.00
                                         Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-210.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BUILDING SLAB
                                                                                                                                                                                                                                                                     0.50




                                                                                                                                                                                                                                                                                                                                       RL 105.95                                                                                                         2%                                            2%                                                                                                   CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RETAINING WALLS



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                              INDICATIVE BUILDING SLAB UNITS                                                                                                                 BUILDING SLAB                                             INCORPORATED INTO STRUCTURE
                                                                                                                                                                                                                                                                                     CONCRETE SLEEPER
                                                                                                                                                                                                                                     FOOTPATH
                                                                                                                                                                                                                                                                                     RETAINING WALL
Last Plotted: 2025-11-26 5:40 PM




                                                                                                                                                                                                                                                                                                                                                                                   SECTION                                       B
                                                                                                                                                                                                                                                                                                                                                                                   SCALE 1:100                                  201
Last saved by: KEVINTORRES(2025-10-28)




                                                                                                                                                                                                                                    North Point      Scale                                              Horiz. Datum   Client                                          Consultant                                                                                      Project                                                                           Drawing
                                                                                                                                                                                                                                                                                                          LOCAL                                                                                                                                                                                                            Drawn           KT                                                                                       Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                   COAST2BAY                                                                                                                                      SOCIAL HOUSING                                                                           EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Design          JH
                                                                                                                                                                                                                                                                                                                                 HOUSING GROUP                                                                                                                             MATERIAL CHANGE OF USE - CIVIL                                                                SECTIONS & DETAILS
                                                                                                                                                                                                                                                        0m
                                                                                                                                                                                                                                                        A1 1:100
                                                                                                                                                                                                                                                                            2.5            5
                                                                                                                                                                                                                                                                                                        Vert. Datum
                                                                                                                                                                                                                                                                                                           AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             62 LAKE MCDONALD DRIVE,                       Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     240444             MCU-C-211               A
                                                                                                                                                                                                                                                                                                         RL Datum                                                                                                         CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                         Approved                           Approved Date           Signed                                                                           Sheet
                                                                                                                                                                      A FOR APPROVAL
                                                                                                                                                                     Rev          Revision Description
                                                                                                                                                                                                                  28.10.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              28.10.25                                                          Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Size     A1

Page 3

                                                                                                                                                                                                                   FUTURE                    3.06                                                                                                                                               46.06                                                                                                                                                                 6.68                                            NEW
                                                                                                                                                                                                             DEVELOPMENT               LANDSCAPE                                                                                                                            PROPOSED DWELLINGS                                                                                                                                                                   LANDSCAPE                                         ROAD




                                                                                                                                                                                                                                                                                                                                                       INDICATIVE BUILDING




                                                                                                                                                                                                                              RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP BDY
                                                                                                                                                                                                EXISTING SWALE
                                                                                                                                                                                                TO BE MAINTAINED                                                                                                                           EXISTING SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DESIGN SURFACE

                                                                                                                                                                                                                                                    1.09
                                                                                                                                                                                                                                                                                       RL 105.95                                                                                                                                                                                                                                                                             FOOTPATH
                                                                                                                                                                                                                     FOOTPATH


                                                                                                                                                                                                             CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.50
                                                                                                                                                                                                             RETAINING WALL                                                                                                                                                                                                          BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                        SECTION                              C
                                                                                                                                                                                                                                                                                                                                                                                                        SCALE 1:100                         201




                                                                                                                                                                                                                            FUTURE                     3.00                                                                                                                                                               48.45                                                                                                                                                 2.93                            NEW
                                                                                                                                                                                                                        DEVELOPMENT              LANDSCAPE                                                                                                                                                              CARPARK                                                                                                                                              LANDSCAPE                          ROAD




                                                                                                                                                                                                                                                                                                                                 INDICATIVE BUILDING
                                                                                                                                                                                                                                        RP BDY




                                                                                                                                                                                                     EXISTING SWALE
                                                                                                                                                                                                     TO BE MAINTAINED
                                                                                                                                                                                                                                                     1.21


                                                                                                                                                                                                                                                              0.96




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP BDY
                                                                                                                                                                                                                                                                     2.89
                                         Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-210.DWG




                                                                                                                                                                                                                                                                                                       DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                    RL 106.00                                                                                                  EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.93
                                                                                                                                                                                                                                                                                                                                                                                                                                  2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RETAINING WALL


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STORMWATER PIPE

                                                                                                                                                                                                                    CONCRETE SLEEPER
Last Plotted: 2025-11-27 9:33 AM




                                                                                                                                                                                                                    RETAINING WALLS



                                                                                                                                                                                                                                                                                                                                                                                                              SECTION                             D
                                                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:100                       201
Last saved by: KEVINTORRES(2025-11-27)




                                                                                                                                                                                                                                       North Point                   Scale                               Horiz. Datum   Client                                        Consultant                                                                                     Project                                                              Drawing
                                                                                                                                                                                                                                                                                                           LOCAL                                                                                                                                                                                                     Drawn           KT                                                                                         Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                      COAST2BAY                                                                                                                                 SOCIAL HOUSING                                                                EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Design          JH
                                                                                                                                                                                                                                                                                                                                    HOUSING GROUP                                                                                                                        MATERIAL CHANGE OF USE - CIVIL                                                     SECTIONS & DETAILS
                                                                                                                                                                                                                                                                            0m
                                                                                                                                                                                                                                                                            A1 1:100
                                                                                                                                                                                                                                                                                        2.5        5
                                                                                                                                                                                                                                                                                                          Vert. Datum
                                                                                                                                                                                                                                                                                                             AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           62 LAKE MCDONALD DRIVE,                   Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 240444             MCU-C-212               A
                                                                                                                                                                                                                                                                                                          RL Datum                                                                                                      CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                     Approved                  Approved Date      Signed                                                                                           Sheet
                                                                                                                                                                      A FOR APPROVAL
                                                                                                                                                                     Rev          Revision Description
                                                                                                                                                                                                                   28.10.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.10.25                                                                     Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Size     A1

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                               PEDESTRIAN                                                                                                                                                                   EXISTING LEGEND




                                                                                                                                                                                                                                                                                                                                                                                1.10
                                                                                                                                                                                                                                                                                                                                                                                                                               ACCESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SUBJECT PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4.00     MAJOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING BIO BASIN PROVIDES                                                                                                                 SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WATER QUALITY TREATMENT FOR                                                                                                                 WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT. REFER OPW/25/0057                                                                                                              STORMWATER




                                                                                                                                                                                                                                                                                                                                     1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                          104




                                                                                                                                                                                                                                                                                                                                                                                                            1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                105


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.1

                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER                                                                                                                                                                                         PROPOSED LEGEND
                                                                                                                                                                                        1.00                                                                                                                                                                                                       RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE DRIVEWAY CROSSOVER
                                                                                                                                                                                                                                 OUTDOOR ALFRESCO                                    6.36
                                                                                                                                                                                                                                 AREA. TYPICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               INTERNAL CONCRETE DRIVEWAY




                                                                                                                                                                                                                                                                                             1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE PATH
                                                                                                                                                                                                                                                                       3.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DWELLING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                                                                                                               LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONNECT TO EXISTING                                                            LANDSCAPE BUFFER
                                                                                                                                                                                                                                                                                                       PROPOSED DWELLINGS                                                                                                                                                         1.10                                                          STORMWATER PIT
                                                                                                                                                                                                                                                                                                           FFL 105.95m                                                                                                                                                                                                                                                                                                         RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.     FOR GENERAL & ROADWORKS/DRIVEWAY NOTES REFER DRG C-011.




                                                                                                                                                                                                                                                                                                                                                                                                                                 1.90
                                                                                                                                                                                                                                                                                                            1.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.20
                                                                                                                                                                                                                                                                                      1.20




                                                                                                                                                                                                                                                                                                                                                                                                                                               1.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.2
                                                                                                                                                                                                                                                      1.50
                                                                                                                                                                                                            CONCRETE SLEEPER                                                                                                       TURN AROUND BAY
                                                                                                                                                                                                            RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.20



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCT NEW SEWER
                                                                                                                                                                                                                                                                LIFT                                                                                                                                                                                                                                                                                     BRANCH AND CONNECT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                           5.40
                                                                                                                                                                                                                                                                                                2%




                                                                                                                                                                                                                                                                                                                                                                                                                                  2%
                                                                                                                                                                                                                                                                         2.25




                                                                                                                                                                                                                                                                                                                                                        2%
                                                                                                                                                                                                                  2%




                                                                                                                                                                                                                   106
                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.50



                                                                                                                                                                                                                                                             4.00

                                                                                                                                                                                                                                                                                             2.50             2.50          2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL105.67                                                      HEAVY DUTY (GENERAL WIDE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CROSSOVER IN ACCORDANCE
                                                                                                                                                                                                                RL105.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WITH IPWEA STD DRG RS-051
                                                                                                                                                                                                                                                                                                                                                                                            6.20
                                                                                                                                                                                                                                                                                                                                            RL105.80                                                                                                                                                                                     RL105.42



                                                                                                                                                                                                                                       2.50                                                                                                                            2.50


                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED OSD &

                                                                                                                                                                                                                                                                                                                                                                                                                               2%
                                                                                                                                                                                                                                                                    2%




                                                                                                                                                                                                                                                                                                                                                        2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REUSE TANK INCLUDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BIN
                                                                                                                                                                                                                  2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ORIFICE ARRANGEMENT
                                                                                                                                                                                                                                                                                                                                                                                            5.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6x1100L BINS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MASTER WATER METER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINAL ARRANGEMENT AND
                                                                                                                                                                                                                                                                                     107                                     108                                                                                                                                                                                                   SIZE TO BE CONFIRMED
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-300.DWG




                                                                                                                                                                                                                                                                                                                   BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                   INCORPORATED INTO STRUCTURE


                                                                                                                                                                                                                                                                                                                                                       109


                                                                                                                                                                                      3.00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00
                                                                                                                                                                                                                                                                                                                                     CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NEW ROAD
Last Plotted: 2025-10-28 4:25 PM




                                                                                                                                                                                                                                                                                                                                     RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                                       CUT-OFF DRAIN TO CAPTURE LOW FLOWS                                                                               2.00
                                                                                                                                                                                                                                                                                                                                                                                       AND DIRECT TO STORMWATER PIT. HIGH
                                                                                                                                                                                                                                                                                                                                                                                       FLOWS BYPASS TO NEW ROAD
                                                                                                                                                                                                                         BUILDING SETBACK


                                                                                                                                                                                                                                                                                                                                                             110
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                         3.00




                                                                                                                                                                                                               Ex.DN150 SEWER



                                                                                                                                                                                                                                            North Point             Scale                                                             Horiz. Datum            Client                                    Consultant                                                                                        Project                                                                      Drawing
                                                                                                                                                                                                                                                                                                                                        LOCAL                                                                                                                                                                                                                    Drawn            KT                                                                Project No.           Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                                           COAST2BAY                                                                                                                                      SOCIAL HOUSING                                                               DEVELOPMENT SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Design           AK
                                                                                                                                                                                                                                                                                                                                                                         HOUSING GROUP                                                                                                                             MATERIAL CHANGE OF USE - CIVIL                                                            PLAN
                                                                                                                                                                                                                                                                         0m
                                                                                                                                                                                                                                                                          A1 1:125
                                                                                                                                                                                                                                                                                                    3.125            6.25
                                                                                                                                                                                                                                                                                                                                      Vert. Datum
                                                                                                                                                                                                                                                                                                                                         AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     62 LAKE MCDONALD DRIVE,                      Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    240444            MCU-C-301                  B
                                                                                                                                                                       B COUNCIL RFI                                      28.10.25 LS                                                                                                  RL Datum                                                                                                            CIVIL | STRUCTURAL | GEOTECHNICAL                             COOROY, QLD, 4563                        Approved                  Approved Date        Signed                                                                 Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev            Revision Description
                                                                                                                                                                                                                          25.07.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            28.10.25                                              Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Size     A1

Page 5

                                                                                                                                                                                                             ROOF OUTLINE ABOVE




                                                                                                                                                                                                                                                                                                                                                                                                                                     BIN AREA
                                                                                                                                                                                                                        BIN AREA                                                            WCV TO TURN AROUND AT
                                                                                                                                                                                                                                                                                            THE END OF THE ROAD




                                                                                                                                                                                                                                            WCV ACCESS                                                                                                                                                               WCV - STANDING AREA & B99 PASSING
                                                                                                                                                                                                                                                    SCALE 1:125                                                                                                                                                                            SCALE 1:125
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-SKT-C-000.DWG




                                                                                                                                                                                                            BIN AREA
Last Plotted: 2025-10-28
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                                                                            HRV ACCESS
                                                                                                                                                                                                                                                    SCALE 1:125



                                                                                                                                                                                                                              North Point   Scale                            Horiz. Datum    Client                   Consultant                                                                                     Project                                                   Drawing
                                                                                                                                                                                                                                                                               LOCAL                                                                                                                                                                      Drawn           HD                                           Project No.         Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                        COAST2BAY                                                                                                               SOCIAL HOUSING                                                  VEHICLE TRACKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design          JH
                                                                                                                                                                                                                                                                                                      HOUSING GROUP                                                                                                      MATERIAL CHANGE OF USE - CIVIL                                               PLAN
                                                                                                                                                                                                                                               0m
                                                                                                                                                                                                                                               A1 1:125
                                                                                                                                                                                                                                                              3.125   6.25
                                                                                                                                                                                                                                                                             Vert. Datum
                                                                                                                                                                                                                                                                                AHD
                                                                                                                                                                                                                                                                                                                                                                                                                           62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        240444             SKT-C-001              B
                                                                                                                                                                       B COUNCIL RFI                        28.10.25 LS                                                       RL Datum                                                                                  CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date   Signed                                               Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev            Revision Description
                                                                                                                                                                                                            25.07.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    28.10.25                       Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Size     A1

Page 6

                                                                                                                                                                                                                                                                                                                                                                                                                                         BIN AREA
                                                                                                                                                                                                                      BIN AREA




                                                                                                                                                                                                                                          B85 - PARKING                                                                                                                                                                                  B85 - PARKING
                                                                                                                                                                                                                                                   SCALE 1:125                                                                                                                                                                                 SCALE 1:125




                                                                                                                                                                                                                                                                                           TURN AROUND BAY
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-SKT-C-000.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BIN AREA
Last Plotted: 2025-10-28
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                                                                          B85 - PARKING                                                                                                                                                                            B85 - TURN AROUND BAY
                                                                                                                                                                                                                                                   SCALE 1:125                                                                                                                                                                                 SCALE 1:125



                                                                                                                                                                                                                            North Point    Scale                            Horiz. Datum         Client                   Consultant                                                                                     Project                                                   Drawing
                                                                                                                                                                                                                                                                              LOCAL                                                                                                                                                                           Drawn           HD                                                Project No.         Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                            COAST2BAY                                                                                                               SOCIAL HOUSING                                                  VEHICLE TRACKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                              Design          JH
                                                                                                                                                                                                                                                                                                          HOUSING GROUP                                                                                                      MATERIAL CHANGE OF USE - CIVIL                                               PLAN
                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                              A1 1:125
                                                                                                                                                                                                                                                             3.125   6.25
                                                                                                                                                                                                                                                                            Vert. Datum
                                                                                                                                                                                                                                                                               AHD
                                                                                                                                                                                                                                                                                                                                                                                                                               62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 240444             SKT-C-002              A
                                                                                                                                                                                                                                                                             RL Datum                                                                                       CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date   Signed                                                    Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev          Revision Description
                                                                                                                                                                                                          28.10.25 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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.10.25                            Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Size     A1

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