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Approved Plans - MCU23/0007 & RAL23/0007 (As Published)

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Original PDF page 21, section 2. The text section number identifies this passage in the reader.

119.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                            .8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING FENCE
                                                                                                                                                                                                                                           19.3
                                                                                                                                                                                                                         E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W
              .2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED
                                                                                                                                                                                                                                                                          >




        123




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            P
       123 .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DETENTION TANK                                                                                                                                                                                                    EXISTING BUILDING
             2




                                                                                                                                                                                                                                                                                                                                                                                                                                  117




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    VOLUME = 100m3
                                                                                                                                                                                                                                             ExS




                                                                                                                                                                    .6
                                                                                                                                                                                                                                                                                   >




                                                                                                                                                                                                                                                                                                                                                                                                                     118
                                                                                                                                                                            1




                                                                                                                                                                                                                                                                                                                                                                                                                                          .8
                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING KERB AND CHANNEL
                                    ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      113.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                         19



                                                                                                                                                                                                                                                                                                                                                                                                              118

                                                                                                                                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                        C5605
                                                                                                                                                                                                                                                                                                                                                                                                    118

                                                                                                                                                                                                                                                                                                                                                                                                               .2
                                                                                                                                                                                                                                                                                           >




                                                                                                                                                      3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OE               EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                       120




                                                                                                                                                                                                                                                                                                                                                                                         118

                                                                                                                                                                                                                                                                                                                                                                                                         .4
                                 6
                               3.
                                     12
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                                                                                                                                                                                                                                                                                       D119.8.0




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                                                                                                                                                                                                                                                                                        119>




                                                                                                                                                                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     E                EXISTING UNDERGROUND ELECTRICAL
                                                                                                                                                                                                                                                                                         120




                                                                                                                                                                                                                                                                                                                                                                            119

                                                                                                                                                                                                                                                                                                                                                                                    .8
                                                                                                                                                                                                                                                                                            .8
                                                                                                                                                                                                                                                                                   120.2
                                                                                                                                                                                                                                                                     120.




                                                                                                                                                                                                                                                                                                                                                                  119 .4
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                                                                                                                                                                                                                                                                                                                                                                              .0
                                                                                                                                                                                                                                                                      120.




                                                                                                                                                                                                                                                                                                                                                                   119




                    123.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW               EXISTING STORMWATER
                                                                                                                                                                                                                                   Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Ex
                                                                                                                                                                                                                                    E




                                                                                                                                                                                                                                                                120.8

                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                     .2
                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                  E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                       119 >                                                                                                                                                                                                                                                                                                                                                         W                EXSTING WATER
                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                                                                                                                                                                                                                                          .6
                                                                                                                                                                                                                                                                                                       >




                                                                                                                                                                                                                                                                                                                                                   19.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ExS
                                                                                                                                                                                                                                                                                                                                            >     1                                                                                                                                                                                                                                                                                                                                                                  S                EXISTING SEWER
                                                                                                                                                                                                                                                               ExS




                                                                                                                                                                                                                                                                                                               >       >   >
                                    ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T                EXISTING TELSTRA

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING TREES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED BUILDING SETBACK
                                                                                                                                                                                                                                                              Ex

                                                                                                                                                                                                                                                                Ex




                                                                                                                                                                                                                        1
                                                                                                                                                                                                                                                                E

                                                                                                                                                                                                                                                                   E
                                                                      123.4




                                                                                                                                                                                                                     SP161937                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED UNDERGROUND DETENTION TANK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED FOOTPATH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED WALKWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED BIO BASIN
NOT FOR CONSTRUCTION
----       ----             ----                                                                                                                                ----                   ----                        North Point          Approved                                                                                                                                                                                                                                                                                          Project Address                                                                                                                                  Title

----       ----             ----                                                                                                                                ----                   ----
                                                                                                                                                                                                                                        EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            45 MAPLE ST, COOROY AND 9 MYALL OVERALL LAYOUT PLAN
                                                                                                                                                                                                                          N
----       ----             ----                                                                                                                                ----                   ----                                             31423                 18/09/2026                                                                                                                                                                                                                                                                    ST COOROY
 D     18/09/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE - CARPARKSCS                                                                                                             EW                                                For and on behalf of RECOR Pty Ltd.

 C     06/08/2026 ISSUED FOR OPERATIONAL WORKS                                                                                                                  CS                    EW                                                Scale                                                                                                                                                                 ENGINEERING & PROJECT SERVICES                                                                                              Client Details                                                                                                                                   Project Name                                                                       Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                 SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE                                                                                                    CS                    EW
                                                                                                                                                                                                                                                               SCALE
                                                                                                                                                                                                                                                                               2               0       2       4       6   8           10
                                                                                                                                                                                                                                                                                                                                                (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                www.recor.au | ABN 89 647 469 707                                                                                           MYALL RISE PTY LTD                                                                                                                             COOROY SOCIAL HOUSING                                                                 A1
 A     17/04/2026 ISSUED FOR OWP APPROVAL                                                                                                                       AY                    EW                                                                                                       1 : 200 (FULL SIZE)                                                COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                                                                                                                                                                      Project Number                              Drawing Number                          Revision
                                                                                                                                                                                                                                                                                                                                                                   client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev     Date                                                    Revision Description                                                                      Drawn Check                                                                                                      DO NOT SCALE, IF IN DOUBT ASK                                                                                                 'Issued For Construction' in the revision description.                                                                                                                                                                                                                            P0478-26-001                                 C010                                     D

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