CHANGE - Engineering Plans

E




                                                                                                                                                                                                                                                                                                                                                                                                                              .2
                                                                                                                                                                                                                                                                                                     E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          116.0                 PROPOSED MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                      119.8




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED MINOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExS
                                                                                                                                                                                                                                                                                                                        ExS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BUILDING SETBACK
                                            ExT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                     Ex

                                                                                                                                                                                                                                                                                                                        Ex




                                                                                                                                                                                                                                                                        1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Ex
                                                                                                                                                                                                                                                                                                                        E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED STORMWATER PIT & MANHOLE
                                                                                                                                                                                                                                                                                                                          E




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                                                                                         123.4




                                                                                                                                                                                                                                                                     SP161937
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED CONCRETE PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED EXTERNAL CARPARK ASPHALT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED WALKWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED WALKWAY



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2    0   2      4    6     8     10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE                                            (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 : 200 (FULL SIZE)
----        ----                    ----                                                                                                                                                                        ----                     ----                      North Point                    Approved                                                                                                                                                                                                                                                                                                             Project Address                                                                                                                                                           Title

----        ----                    ----                                                                                                                                                                        ----                     ----
                                                                                                                                                                                                                                                                                                  EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       45 MAPLE ST, COOROY AND 9 MYALL ROADWORKS AND DRAINAGE LAYOUT PLAN
                                                                                                                                                                                                                                                                         N
----        ----                    ----                                                                                                                                                                        ----                     ----                                                     31423            17/04/2026                                                                                                                                                                                                                                                                                          ST COOROY
----        ----                    ----                                                                                                                                                                        ----                     ----                                                     For and on behalf of RECOR Pty Ltd.

----        ----                    ----                                                                                                                                                                        ----                     ----                                                     Scale                                                                                                                                                              ENGINEERING & PROJECT SERVICES                                                                                                                    Client Details                                                                                                                                                            Project Name                                                                                            Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE
----        ----                    ----                                                                                                                                                                        ----                     ----                                                                                                                                                                                                                          www.recor.au | ABN 89 647 469 707                                                                                                               MYALL RISE PTY LTD                                                                                                                                                        COOROY SOCIAL HOUSING                                                                                      A1
 A     17/04/2026 ISSUED FOR OWP APPROVAL                                                                                                                                                                       CS                       EW                                                                                                                                                                                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                                                     C040                                      A