UPDATED 16.5.23 - 20210153 Maple St Civil Plans

5/A
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            113
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          225∅
                                                                                                                                                                                                                                                                                                                               225∅




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         11
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      GROUND FFL 119.44
                                                                                                                                                                               121




                                                                        12
                                                                                                                                           12
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                       2.8
                                                                                                                 12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           9.
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                     12
                                                          12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7
                                                  12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ST
                                                                                                                                              1.2
                                        12




                                                                                                                     1.4




                                                                               8
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                                                                                                                                                                                                                                                                                                                                                                                      UNIT 4                                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                                                                                                       225∅




                                                                                                                                                                                                                                                                                                                                                                                    FFL 120.45
             123.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ADJACENT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5∅
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BOUNDARY




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                                                                                                                                                                                                                                                                                                                                                                                                            UNIT 5                                                                                                                                                                                                                                                                                                  \ \ \ \ \ \ \ \ \ \ \       EXISTING BUILDING
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                                                                                                                                                                                                                                                                                                                                                                                                          FFL 120.45                                                                                     A
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                                                                                                                                                                                                                                                                                             120.6




                                                                                                                                               EX                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E                   EXISTING UNDERGROUND ELECTRICAL
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                                                                                                                                                                                                                                                                                                            COMMUNAL
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW                  EXISTING STORMWATER
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                                                                                                                                                                                                                                                                                                              AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W
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                                                                                                                                                                                                                                                                                                                                                        120
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S                   EXISTING SEWER

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                                                                                                                                                                                                                                                                                             E




                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                    SP161937                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED RETAINING WALL
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED CATCHMENT STORMWATER
                                                                                                                                                                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED ROOF CATCHMENT STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED STORMWATER PIT & MANHOLE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RW             PROPOSED RAINWATER TANK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2   0     2       4       6     8       10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE                                                  (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 : 200 (FULL SIZE)


                                                                                                                                                                                                                        North Point                    Approved                                                                                                                                                                                                                                                                                                                           Project Address                                                                                           Title
                                                                                                                                                                                                                                                       BEN PARRY
                                                                                                                                                                                                                                                       RPEQ 28084                                                                                                                                                                                                                                                                                                                         45 MAPLE ST, COOROY, QLD 4563                                                                             STORMWATER CATCHMENT LAYOUT PLAN
                                                                                                                                                                                                                                N


                                                                                                                                                                                                                                                       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                                                                                                                    QT                                  BP                                                                                                                                                                                                                                                                       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

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            050                                                              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.