RFI - 20210153 Maple St Civil Plans

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                                                                                                                                                                                                                                                                                                                                                                119.6
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     116
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.8
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                                                                                                                                                                                                                                                                                                                                           119.8
                                                 122                                                                                                                                                                                                                                                                                                                                                                                                                      13
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              26




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                                                                                                                                                                                                                                                                                                                                                                                                                                                     116.4
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 116
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                                                                                                                                                                                                                             E




                                                                                                                                                                 \ \ \ \ \ \ \                                                                                                                                                                                                                                                                                                                                FFL 116.50




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING TREES
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 116.0              PROPOSED MAJOR CONTOUR
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                                                                                                                                                                                                                                                          SP161937                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED MINOR CONTOUR
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED BUILDING SETBACK
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RW          PROPOSED RAINWATER TANK

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED FOOTPATH CONCRETE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED WALKWAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2           0       2         4   6    8           10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE                                                                   (metres)                                   PROPOSED BIO BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 : 200 (FULL SIZE)


                                                                                                                                                         North Point                                             Approved                                                                                                                                                                                                                                                                                          Project Address                                                                                                                      Title
                                                                                                                                                                                                                 BEN PARRY
                                                                                                                                                                                                                 RPEQ 28084                                                                                                                                                                                                                                                                                        45 MAPLE ST, COOROY, QLD 4563                                                                                                        SETOUT PLAN - BASEMENT FLOOR

                                                                                                                                                                                                                 For and on behalf of RECOR Pty Ltd.
                                                                                                                                                                                                                 Scale                                                                                                                                                                           ENGINEERING + PROJECT MANAGEMENT                                                                                  Client Details                                                                                                                       PROJECT NAME:                                                Project Number                      Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                                 SUNSHINE COAST | BRISBANE | SYDNEY
 B    28/04/23   RFI UPDATE                                                                            BP                   QT                                                                                                                                                                                                                                                                  www.recorconsulting.com | ABN 89 647 469 707                                                                       MARK MELVILLE                                                                                                                        COOROY NDIS RESIDENTIAL 20210153                                                                   A1
 A    28/03/22   MCU ISSUE                                                                             JAC                  BRP
                                                                                                                                                                                                                                                                          AS SHOWN                                                                           COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                                                                                           DEVELOPMENT             Drawing Number                                                            Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                044                                                                         B
                                                                                                                                                                                                                                                                                                                                                           drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description                                                     Drawn Check                                                                                                                                                  DO NOT SCALE, IF IN DOUBT ASK                                                                                                                         the revision description.