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Landscape Plans · OPW24/0196.01

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Original PDF page 4, section 1. The text section number identifies this passage in the reader.

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             15.22




                                                                                                                5
                                                                                                            .8                                                                                      NOTE: CONTRACTOR TO CONFIRM FINISHED LEVELS
                                                                                                          14
                                                                    14.854
                                                                                                        EX


                                                                                                                                                                                                    BEFORE COMMENCING PATHWAY SETOUT.
                                                                                                                                                                                                    DESIGN INTENT IS FOR THE PATHWAY TO MAINTAIN A
                                                                                                                                                                                                    POSITIVE FALL TO BOUNDARY LINE. ADJUST THE PROPOSED
                                                            14.85                                                                                                                                   PAVEMENT LEVELS ACCORDINGLY TO ACHIEVE THIS.
                                                                                                                                                                                                    TURF ADJACENT TO PAVEMENT TO FINISH FLUSH AND EVEN
                                                                                                                                                                                                    FOR FULL 600mm BOTH SIDES.

                                             16.32
                JOINS L-01.01




                                                                             15.19                                   SW
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                                                                                                                                                                                                                                                           PROPOSED FIRE ACCESS TRACK
                                                                                                                                                                                                                                                           REFER CIVIL ENGINEER'S DRAWINGS
                                                                                                                                                                                                                                                           FOR DETAILS

                                                                                                                                                                                                                                                           TURFED DRAINAGE SWALE
                                                                                                                                                   P04                                                                                                     Full extent to be turfed as shown
                                                                                                                                                                                                                                                           REFER CIVIL ENGINEER'S DRAWINGS




                                                                                                                                                                    0
                                                                                                                                                                                 30



                                                                                                                                                                   .0
                                                                                                                                                                                                                                                           FOR DETAILS
                                                                                                                                                                                      00

                                                                                                                                                                 15
                                                                                                                                                               EX              SE
                                                                                                                                                                                 AT




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                                                                                                                                                     15.31              E




                                                                                                                                                                                                                                PR
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BANKSIA SOUTH                                                                                                                                                                                                                          ER
                                                                                                                                                                                                                                         TY
                                                                                                                                                                                                                                              BO
                JOINS L-01.03




  FFL 16.500                                                                                                                                                                                                                                     UN
                                                                                                                                                                                                                                                    DA
                                                                                                                                                                                                                                                      RY

                                                                                                                                                CONCRETE SPLASH PAD
                                                                                                                                                Locate 600mm sq concrete
                                                                                                                                                pad under all downpipes that




                                                                                                                                                                                                                                                               6
                                                                                                                                                discharge to surface.




                                                                                                                                                                                                                                                               .1
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2                                                                                                                                                                                                                       15.54


                                                                                                                                                                                                                                                                            15.041
                CONCRETE SPLASH PAD
                Locate 600mm sq concrete pad
                                                                                                                                                                                                                                                                    15.06
                under all downpipes that discharge
                to surface. Surround with gravel
                when in garden beds.



                                                                                                                                            BANKSIA SOUTH
                                                                                                                                              FFL 16.500



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                                                                                                                                                                                                                                                                                                   .2
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    16.010
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                                                  16.24
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                                        E

                                                          16.203


                                                 15.975


                                            E1                        E1
                                                                                                                                                                                                                                          JOINS L-01.04
                                                                                                                                                                                                                                                                                                                                                                   PRELIMINARY ONLY NOT FOR CONSTRUCTION
                                                                                                                                                                                                               client                                                                                         drawings title                                                       drawing number   revision

                                                                                                                                                                                                                                                                                                                               LANDSCAPE PLAN                                      01737 L-01.02          D
     D
     C
                         UPDATED BACKGROUNDS
                         COUNCIL APPROVAL ISSUE
                                                                    13.04.2026
                                                                    20.11.2024
                                                                                     JR
                                                                                     JR
                                                                                                                                               PRELIMINARY ISSUE
                                                                                           Copyright: The design illustrated in these              NOT FOR CONSTRUCTION                                                                                                                                       project                                                              scale            project number
     B                          PRELIMINARY ISSUE                   10.10.2024       JR
                                                                                           documents is the exclusive property of VIEW
                                                                                           Landscape Architecture Pty. Ltd. ACN 602 140                                                                                                                                                                                        OZCARE NOOSA RE-DEVELOPMENT
     A                          PRELIMINARY ISSUE                   19.09.2024       JR
                                                                                           492 and must not be reproduced, or used in
                                                                                           whole or in part without the expressed written                                                                                                                                                                                      80 Cooyar Street, Noosa Heads Qld                   AS SHOWN @ A1      01737
                                                                                           permission of VIEW Landscape Architecture.
    issue                            amendment                       date        dwn/chk

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