Skip to the record
The first. The best. The only NoosaWatch™.

Original source · versioned page text

Reference Document - MCU25/0118 (As Published)

of 4

Page text shows just the words. Original shows the document exactly as it was published.

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




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




                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CUT 0 - 0.5m




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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CUT 1.5 - 2.0m

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


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

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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FILL 0 - 0.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FILL 0.5 - 1.0m


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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FILL 2.5 - 3.0m

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

                                                                                                                                                                                                                                                          TW 108.82
                                                                                                                                                                                                                                                          BW 107.75                                                                                                                                                                                                                                                                                                          FILL 4.0 - 4.5m

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




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




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

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


                                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                                                                                                                                                                             211
   Last Plotted: 2025-11-26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
   Last saved by: KEVINTORRES(2025-10-28)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MCU25/0118

                                                                                                                                                                                                                              North Point         Scale                                          Horiz. Datum          Client                                           Consultant                                                                                          Project                                                   Drawing
                                                                                                                                                                                                                                                                                                   LOCAL                                                                                                                                                                                                         Drawn           KT                                                                 Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                     COAST2BAY                                                                                                                                         SOCIAL HOUSING                                                      EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Design          JH
                                                                                                                                                                                                                                                                                                                                   HOUSING GROUP                                                                                                                                MATERIAL CHANGE OF USE - CIVIL                                                PLAN
                                                                                                                                                                                                                                                     0m
                                                                                                                                                                                                                                                     A1 1:200
                                                                                                                                                                                                                                                                       5            10
                                                                                                                                                                                                                                                                                                 Vert. Datum
                                                                                                                                                                                                                                                                                                    AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     240444             MCU-C-201               A
                                                                                                                                                                                                                                                                                                      RL Datum                                                                                                                 CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date    Signed                                                                     Sheet
                                                                                                                                                                         A FOR APPROVAL
                                                                                                                                                                        Rev          Revision Description
                                                                                                                                                                                                            28.10.25 LS
                                                                                                                                                                                                              Date Approved
                                                                                                                                                                                                                                                                                                                                                                        COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                        This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                        or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                               SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                               www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           28.10.25                                             Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Size     A1
Document Set ID: 24349845
Version: 1, Version Date: 02/12/2025
Log in to download the original file

Reference Document - MCU25_0118 (As Published).pdf · 2.1 MB (large file)

The download may take up to a minute.

Full text of the other 3 pages

Page 2

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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RP BDY
                                                                                                                                                                                                                                                                               INDICATIVE BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CUT-OFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DRAIN
                                                                                                                                                                                                                  RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.00
                                                                                                                                                                                                                                                                                                                                                                                                                   RL 108.95



                                                                                                                                                                                                                                                           DESIGN SURFACE                         EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                            RL 105.95                 2%                                             2%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RETAINING WALLS


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




                                                                                                                                                                                                                                                                                                                                                                                    SECTION                                        A
                                                                                                                                                                                                                                                                                                                                                                                     SCALE 1:100                                    -




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RP BDY
                                                                                                                                                                                                                                                                                     INDICATIVE BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CUT-OFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                             RL 108.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0.90
                                                                                                                                                                                                                           RP BDY




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING SLAB
                                                                                                                                                                                                                                                                        0.50




                                                                                                                                                                                                                                                                                                                                          RL 105.95                                                                                                         2%                                            2%                                                                                                   CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RETAINING WALLS



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




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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MCU25/0118

                                                                                                                                                                                                                                       North Point      Scale                                              Horiz. Datum   Client                                          Consultant                                                                                      Project                                                                           Drawing
                                                                                                                                                                                                                                                                                                             LOCAL                                                                                                                                                                                                            Drawn           KT                                                                                       Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                      COAST2BAY                                                                                                                                      SOCIAL HOUSING                                                                           EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Design          JH
                                                                                                                                                                                                                                                                                                                                    HOUSING GROUP                                                                                                                             MATERIAL CHANGE OF USE - CIVIL                                                                SECTIONS & DETAILS
                                                                                                                                                                                                                                                           0m
                                                                                                                                                                                                                                                           A1 1:100
                                                                                                                                                                                                                                                                               2.5            5
                                                                                                                                                                                                                                                                                                           Vert. Datum
                                                                                                                                                                                                                                                                                                              AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                62 LAKE MCDONALD DRIVE,                       Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        240444             MCU-C-211               A
                                                                                                                                                                                                                                                                                                            RL Datum                                                                                                         CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                         Approved                           Approved Date           Signed                                                                           Sheet
                                                                                                                                                                         A FOR APPROVAL
                                                                                                                                                                        Rev          Revision Description
                                                                                                                                                                                                                     28.10.25 LS
                                                                                                                                                                                                                       Date Approved
                                                                                                                                                                                                                                                                                                                                                                          COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                          This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                          or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                             SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                             www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 28.10.25                                                          Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Size     A1
Document Set ID: 24349845
Version: 1, Version Date: 02/12/2025

Page 3

                                                                                                                                                                                                                      FUTURE                    3.06                                                                                                                                               46.06                                                                                                                                                                 6.68                                            NEW
                                                                                                                                                                                                                DEVELOPMENT               LANDSCAPE                                                                                                                            PROPOSED DWELLINGS                                                                                                                                                                   LANDSCAPE                                         ROAD




                                                                                                                                                                                                                                                                                                                                                          INDICATIVE BUILDING




                                                                                                                                                                                                                                 RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
                                                                                                                                                                                                   EXISTING SWALE
                                                                                                                                                                                                   TO BE MAINTAINED                                                                                                                           EXISTING SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DESIGN SURFACE

                                                                                                                                                                                                                                                       1.09
                                                                                                                                                                                                                                                                                          RL 105.95                                                                                                                                                                                                                                                                             FOOTPATH
                                                                                                                                                                                                                        FOOTPATH


                                                                                                                                                                                                                CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.50
                                                                                                                                                                                                                RETAINING WALL                                                                                                                                                                                                          BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                           SECTION                              C
                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:100                         201




                                                                                                                                                                                                                               FUTURE                     3.00                                                                                                                                                               48.45                                                                                                                                                 2.93                            NEW
                                                                                                                                                                                                                           DEVELOPMENT              LANDSCAPE                                                                                                                                                              CARPARK                                                                                                                                              LANDSCAPE                          ROAD




                                                                                                                                                                                                                                                                                                                                    INDICATIVE BUILDING
                                                                                                                                                                                                                                           RP BDY




                                                                                                                                                                                                        EXISTING SWALE
                                                                                                                                                                                                        TO BE MAINTAINED
                                                                                                                                                                                                                                                        1.21


                                                                                                                                                                                                                                                                 0.96




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




                                                                                                                                                                                                                                                                                                          DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                       RL 106.00                                                                                                  EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.93
                                                                                                                                                                                                                                                                                                                                                                                                                                     2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALL


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STORMWATER PIPE

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




                                                                                                                                                                                                                       RETAINING WALLS



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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REFERENCE DOCUMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MCU25/0118

                                                                                                                                                                                                                                          North Point                   Scale                               Horiz. Datum   Client                                        Consultant                                                                                     Project                                                              Drawing
                                                                                                                                                                                                                                                                                                              LOCAL                                                                                                                                                                                                     Drawn           KT                                                                                         Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                         COAST2BAY                                                                                                                                 SOCIAL HOUSING                                                                EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Design          JH
                                                                                                                                                                                                                                                                                                                                       HOUSING GROUP                                                                                                                        MATERIAL CHANGE OF USE - CIVIL                                                     SECTIONS & DETAILS
                                                                                                                                                                                                                                                                               0m
                                                                                                                                                                                                                                                                               A1 1:100
                                                                                                                                                                                                                                                                                           2.5        5
                                                                                                                                                                                                                                                                                                             Vert. Datum
                                                                                                                                                                                                                                                                                                                AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              62 LAKE MCDONALD DRIVE,                   Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    240444             MCU-C-212               A
                                                                                                                                                                                                                                                                                                             RL Datum                                                                                                      CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                     Approved                  Approved Date      Signed                                                                                           Sheet
                                                                                                                                                                         A FOR APPROVAL
                                                                                                                                                                        Rev          Revision Description
                                                                                                                                                                                                                      28.10.25 LS
                                                                                                                                                                                                                        Date Approved
                                                                                                                                                                                                                                                                                                                                                                         COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                         This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                         or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                           SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                           www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28.10.25                                                                     Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Size     A1
Document Set ID: 24349845
Version: 1, Version Date: 02/12/2025

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                                  PEDESTRIAN                                                                                                                                                                   EXISTING LEGEND




                                                                                                                                                                                                                                                                                                                                                                                   1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                  ACCESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SUBJECT PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.00     MAJOR CONTOUR




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




                                                                                                                                                                                                                                                                                                                                        1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                             104




                                                                                                                                                                                                                                                                                                                                                                                                               1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   105


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.1

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




                                                                                                                                                                                                                                                                                                1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CONCRETE PATH
                                                                                                                                                                                                                                                                          3.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DWELLING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0                                                                                                               LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.0

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




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




                                                                                                                                                                                                                                                                                                                                                                                                                                    1.90
                                                                                                                                                                                                                                                                                                               1.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.20
                                                                                                                                                                                                                                                                                         1.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.2
                                                                                                                                                                                                                                                         1.50
                                                                                                                                                                                                               CONCRETE SLEEPER                                                                                                       TURN AROUND BAY
                                                                                                                                                                                                               RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1.20



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONSTRUCT NEW SEWER
                                                                                                                                                                                                                                                                   LIFT                                                                                                                                                                                                                                                                                     BRANCH AND CONNECT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                              5.40
                                                                                                                                                                                                                                                                                                   2%




                                                                                                                                                                                                                                                                                                                                                                                                                                     2%
                                                                                                                                                                                                                                                                            2.25




                                                                                                                                                                                                                                                                                                                                                           2%
                                                                                                                                                                                                                     2%




                                                                                                                                                                                                                      106
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2.50



                                                                                                                                                                                                                                                                4.00

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




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



                                                                                                                                                                                                                                          2.50                                                                                                                            2.50


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED OSD &

                                                                                                                                                                                                                                                                                                                                                                                                                                  2%
                                                                                                                                                                                                                                                                       2%




                                                                                                                                                                                                                                                                                                                                                           2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REUSE TANK INCLUDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BIN
                                                                                                                                                                                                                     2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ORIFICE ARRANGEMENT
                                                                                                                                                                                                                                                                                                                                                                                               5.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6x1100L BINS


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




                                                                                                                                                                                                                                                                                                                      BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                      INCORPORATED INTO STRUCTURE


                                                                                                                                                                                                                                                                                                                                                          109


                                                                                                                                                                                         3.00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6.00
                                                                                                                                                                                                                                                                                                                                        CONCRETE SLEEPER




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




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


                                                                                                                                                                                                                                                                                                                                                                110
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            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
                                                                                                                                                                                                                                                                                                                                                                                                           COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                           This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                           or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                              www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.10.25                                              Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Size     A1
Document Set ID: 24349845
Version: 1, Version Date: 02/12/2025

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.