RFI - App B - Civil Engineering Response · MCU25/0118

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           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: 2025-10-28
Last saved by: JACKHARRISON(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
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         28.10.25                                             Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Size     A1