20230023-231215-Rev C

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                                                                                                                                                                                                          55
                                                                                                                                            WM                                                           P9319




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                                                                                                                       ////
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                                                                                                                                  PP                                                                                                                                                                                                               15




                                                                                                                                   15.6
                                                                                                                                                                                                                                                                                                                                                         .8




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                                                                                                                                                                                                                                                                                                                                                                                                        CATCHMENT TABLE




                                                                                                DAVID L
                                                                                                                                                                              16.2                                                                                                                                                                                                                   CATCHMENT                 AREA (Ha)




                                                                                                                                                                                                                                                                                                                                                16
                                                                                                                                       15.8
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                                                                                                                                                                                                                                                                                                                                                  .0
                                                                                                                                                                                                                                                                                                                                                                                                        1/1                     0.0293

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                                                                                                                                                                                                                                                                                                                                                                                                        2/1                     0.0224



                                                                                                   WAY
                                                                                                                                                                         16.4




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                                                                                                                                         16.0
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                                                                                                                                                                                                                                                                                                                                              16.
                                                                                                                                  ////




                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                            16.2
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                                                                                                                                                 OET
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                                                                                                                                     ////
                                                                                                                                                                                                                          1/1



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                                                                                                                                                                                                                                                                                                                                                                      21



                                                                                                                                                16.4
                                                                                                                                                                                                                                                                                                                                                                    P9313
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                                                                                                                                         ////
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                                                                                                                                                   16.6

                                                                                                                                   2
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                                                                                                                                   1
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                                                                                                                                                                                          1
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                                                                                                                                                                                          1
                                                                                                                                                              .8
                                                                                                                                                         16


                                                                                                                                                                          .0
                                                                                                                                                                        17
                                                                                           ////




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                                                                                                                                                                                     2
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                                                                                                                                                                                    .
                                                                                                                                                                                 17



                                                                                                                                                                                                                                   2/1                                                                                                                                                              LEGEND:
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                                                                                                                                                                                              4
                                                                                                                                                                                              17.
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                                                                                                                                                                                                                                                                                                                                                                                                                                     ADJACENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                       CP
                                                                                                                                                                                                                                                                                                                                                                    SP204267                                                         PROPOSED BOUNDARY
                                                                                                                                                                                          1
                                                                                                                                                                                          2
                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                              17.0                   EXISTING MAJOR CONTOUR (INTERVAL 0.2m)
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                                                                                                                                                       ////




                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING MINOR CONTOUR (INTERVAL 0.1m)
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                                                                                                                                            2
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                                                                                                                                            2                                                                                                                                                                                                                                                                                        EXISTING FENCE
                                                                                                                                                                       17.4
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                                                                                                                                                                                                                                                                                                                                                                                                    \ \ \ \ \ \ \ \ \ \ \            EXISTING BUILDING

                                                                                                                                                                                                                                                                                                                                                                                                          OE                         EXISTING OVERHEAD ELECTRICITY
                                                                                                              W




                                                                                                                                                                         17.6




                                                                                                                                                                                                                                                                                                                                                                                                              SW                     EXISTING STORMWATER
                                                                                                                                                                                                                                                                            18.2
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                                                                                                                                                              ////




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                                                                                                                                                                         W




                                                                                                                                                                              FH                                                                                                                                                                                                                              W                      EXSTING WATER
                                                                                                                                                                                                                            18.4
                                                                                                                                                                                                                                                                                                                                                                                                              S                      EXISTING SEWER
                                                                                                                                                                                     WM
                                                                                                              ////




                                                                                                                                                               ////




                                                                                                                                                                                                                                                                                                                                                                                                              T                      EXISTING TELSTRA
                                                                                                                                                       OE
                                                                                                                      WOE




                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING TELSTRA PIT
                                                                                                                                                                                                                                                                                                                                                                                                                  FH
                                                                                                                                                                              T
                                                                                                                                                                              W
                                                                                                               ////




                                                                                                                                                                                                                                                           51                                                                                                                                                                        EXISTING WATER FIRE HYDRANT
                                                                                                                                                                ////




                                                                                                                                                                                                                                                         P9319
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                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING WATER METER
                                                                                                                           FH
                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING SEWER MANHOLE
                                                                                                               ////




                                                                                                                                                                 ////
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                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING TREE

                                                                                                                                                                                                                                                                                                                                                                                                              17.0                   PROPOSED MAJOR CONTOUR (INTERVAL 0.2m)
                                                                                                               ////




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                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED MINOR CONTOUR (INTERVAL 0.1m)

                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED STORMWATER PIPE
                                                                                                                                                        OE
                                                                                                                       OE




                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED CATCHMENT STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                       1   0     1       2      3     4       5
                                                                                                                                                        OE
                                                                                                                          OE




                                                                                                                                                                                                                                                                                                                                                                                                         SCALE                                                    (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                           1 : 100 (FULL SIZE)



                                                                  North Point                    Approved                                                                                                                                                                                                                                                 Project Address           Title

                                                                                                                                                                                                                                                                                                                                                          206 DAVID LOW WAY         STORMWATER CATCHMENT LAYOUT PLAN
                                                                      N
                                                                                                                                                                                                                                                                                                                                                          PEREGIAN BEACH QLD 4573
                                                                                                                                                         OE
                                                                                                                          OE




                                                                                                 For and on behalf of RECOR Pty Ltd.

 C    15.12.23   REISSUED ROR APPROVAL               MP    AB                                    Scale                                                                                                                                    ENGINEERING + PROJECT MANAGEMENT                                                                                Client Details            PROJECT NAME:                                            Project Number                   Sheet Size
                                                                                                                                                                                                                                          SUNSHINE COAST | BRISBANE | SYDNEY
 B    17.10.23   RFI UPDATE                          HL    BP                                                                                                                                                                            www.recorconsulting.com | ABN 89 647 469 707                                                                     MADELEINE SWETE KELLY     PROPOSED UNIT                                            20230023                           A1
 A    31.03.23   OPW ISSUE                           QT    BP
                                                                                                                                                          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

                                                                                                                                                                                                                                                                                                                                                                                                                                             045                                 C
                                                                                                                                                                                                    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                                                                                                                                                                                                   the revision description.
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                                                                                                                                                DO NOT SCALE, IF IN DOUBT ASK
                                                                                                                          OE