LATE RFI - 240444-MCU-C-Civil Drgs_20251127

                                                                                                                                                                                                                                                                                                                                                                                                                               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
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            28.10.25                                              Status   FOR APPROVAL
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