Reference Document - MCU25/0118 (As Published)

                                                                                                                                                                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOOSA COUNCIL
   Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                            3.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REFERENCE DOCUMENT
                                                                                                                                                                                                                  Ex.DN150 SEWER                                                                                                                                                                                                                                                                                                                                                                                                              MCU25/0118

                                                                                                                                                                                                                                               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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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.10.25                                              Status   FOR APPROVAL
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Version: 1, Version Date: 02/12/2025