App C - Engineering Report · MCU25/0118

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                    PEDESTRIAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.00         MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                    ACCESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MINOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                 1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                EXISTING BIO BASIN PROVIDES                                                                                                                     SEWER MAIN DN**size




                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WATER QUALITY TREATMENT FOR                                                                                                                     WATER MAIN DN**size
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DEVELOPMENT. REFER OPW/25/0057                                                                                                                  U/G TELECOMMS




                                                                                                                                                                                                                                                                                                                                                                                                                             10
                                                                                                                                                                                                                                                                                                                                                                                                                          1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                O/H ELECTRICITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FENCE




                                                                                                                                                                                                                                                                                                                               1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       20.000   SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                         104




                                                                                                                                                                                                                                                                                                                                                                                                               1.10
                                                                                                                                                                                                  1.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                 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                                                                                                                                                                                                                      STORMWATER PIT
                                                                                                                                                                                                                                                                                                         FFL 105.95m                                                                                                                                                                                                                                                                                                            RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         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
                                                                                                                                                                                                         RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.20



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONSTRUCT NEW SEWER
                                                                                                                                                                                                                                                           LIFT                                                                                                                                                                                                                                                                                       BRANCH AND CONNECT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING STRUCTURE
                                                                                                                                                                                                                                       106




                                                                                                                                                                                                                                                                                                                                                                                         5.40
                                                                                                                                                                                                                                                                                           2%




                                                                                                                                                                                                                                                                                                                                                                                                                                2%
                                                                                                                                                                                                                                                                    2.25




                                                                                                                                                                                                                                                                                                                                                         2%
                                                                                                                                                                                                               2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                    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
                                                                                                                                                                                   110




                                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                                                                             TWO-TIER GROUTED
                                                                                                                                                                                                                                                                                                                                             ROCK RETAINING WALL                                                                                                                     6.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NEW ROAD
Last Plotted: 2025-07-31 2:57 PM




                                                                                                                                                                                                                                                                                                                                                                                     CUT-OFF DRAIN TO CAPTURE LOW FLOWS                                                                              2.00
                                                                                                                                                                                                                                                                                                                                                                                     AND DIRECT TO STORMWATER PIT. HIGH
                                                                                                                                                                                                                                                                                                                                                                                     FLOWS BYPASS TO NEW ROAD
                                                                                                                                                                                                                    BUILDING SETBACK
                                                                                                                                                                                          3.00
Last saved by: HARRYDAVIES(2025-07-31)




                                                                                                                                                                                                            Ex.DN150 SEWER




                                                                                                                                                                                                                                       North Point             Scale                                                                  Horiz. Datum            Client                                  Consultant                                                                                       Project                                                                      Drawing
                                                                                                                                                                                                                                                                                                                                        LOCAL                                                                                                                                                                                                                 Drawn            AK                                                                   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                  A
                                                                                                                                                                                                                                                                                                                                       RL Datum                                                                                                         CIVIL | STRUCTURAL | GEOTECHNICAL                             COOROY, QLD, 4563                        Approved                  Approved Date        Signed                                                                     Sheet
                                                                                                                                                                      A FOR APPROVAL
                                                                                                                                                                     Rev          Revision Description
                                                                                                                                                                                                                     25.07.25 LS
                                                                                                                                                                                                                       Date Approved
                                                                                                                                                                                                                                                                                                                                                                                                      COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                      This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                      or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                        www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         25.07.25                                                  Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Size     A1