Landscape Plans · OPW24/0196.01

                                                                                                                                                                       NOTE: CONTRACTOR TO CONFIRM FINISHED LEVELS                                       PROPOSED FIRE ACCESS TRACK                                                   CONCRETE SEATING PAD
                                                                                                                                                                       BEFORE COMMENCING PATHWAY SETOUT.                                                 REFER CIVIL ENGINEER'S DRAWINGS                                              Final position to be confirmed on site
                                                                                                                                                                       DESIGN INTENT IS FOR THE PATHWAY TO MAINTAIN A                                    FOR DETAILS
                                                                                                                                                                       POSITIVE FALL TO BOUNDARY LINE. ADJUST THE PROPOSED
                                                                                                                                                                       PAVEMENT LEVELS ACCORDINGLY TO ACHIEVE THIS.                                      TURFED DRAINAGE SWALE
                                                                                                                                                                       TURF ADJACENT TO PAVEMENT TO FINISH FLUSH AND EVEN                                Full extent to be turfed as shown
                                                                                                                                                                       FOR FULL 600mm BOTH SIDES.                                                        REFER CIVIL ENGINEER'S DRAWINGS
                                                                                                                                                                                                                                                         FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                             JOINS L-01.02
           ALL DISTURBED AREAS ARE
           TO BE TURFED




                                                                                                                                   5
                                                                                                                                   .7
                                                                                                                                 14
                                                                                                                               EX
                                                                                                                                                                                 PROPERTY BOUNDARY




                                                                                                                                                                                                                     5




                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                     .7




                                                                                                                                                                                                                                                                                                                                                                                              .5
                                                                                                                                                                                                                   14




                                                                                                                                                                                                                                                                                                                                                                                            14
                                                                                                                                                                                                                 EX




                                                                                                                                                                                                                                                                                                                                                                                          EX
                                                                                                                          0
                                                                                                                          .0
                                                                                                                        15




                                                                                                                                                                                                                     14.653
                                                                                                                      EX




                                                                                                             14.533                                   SWALE                                                                                                                                                    SWALE


                                                                                                                                                                                                                                                                                                                                                                               14.769

                                                                                                                                                                                                                                                                                                       P04




                                                                                                                                                                                                                                                                                                                               1200
                                                                                                                                                                                                                                                                                                              SEAT
                                                                                                                                                                                   15.18
                                                                                                                                                                                                                                                              15.30
                                                                                                                                                                                                                                                                                                                3000


                                                                                                                                                                                                                                                                                                                                                                                  15.36
                                                                                                                                                                                                                          CONCRETE SPLASH PAD                                                                                                                                                                         SW
                                                                                                                                                                                                                          Locate 600mm sq concrete                                                                                                                                                                      AL
                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                          pad under all downpipes that
                                                                                                                                                                                                                          discharge to surface.




                                                                                                                                                                                                                                                                                                                                                                                                                    15.22




                                                                                                                                                                                                                                                                                                                                                                                                                                               1


                                                                                                                                                                                                           BANKSIA NORTH
                                                                                                                                                                                                             FFL 16.500




                                                                                                                                                                                JOINS L-01.03
                                                                                                                                                                                                                                                                                                                                                                       PRELIMINARY ONLY NOT FOR CONSTRUCTION
                                                                                                                                                              client                                                                                                                         drawings title                                                                                 drawing number                    revision

                                                                                                                                                                                                                                                                                                                     LANDSCAPE PLAN                                                         01737 L-01.01                           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