Landscape Plans · OPW24/0196.01

 3


                                                                                                                                                                                                                                                                                                 JOINS L-01.02
           E1




                                        16.14
                                                                                                                                                                                                                                                                           CONCRETE SPLASH PAD
                   15.934                                                                                                                                                                                                                                                  Locate 600mm sq concrete                                                                       SW                      P04
                                                                                                                                                                                                                                                                           pad under all downpipes that                                                                        AL
                                                                                                               GRAVEL SURROUNDS                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                           discharge to surface.
                                                                                                               300mm gravel minimum
                                                                                                               edge interface with gardens
                                                                                                                                                                                                                                                                                                                                            15.61

     16.193                                                                                                   CONCRETE SPLASH PAD                                                                                                                                                                                                                                                    15.187
                                                                                                              Locate 600mm sq concrete pad
                                                               SW         E1                                  under all downpipes that discharge
                  P02                          E1                   AL
                                                                      E
                                                                                                              to surface. Surround with gravel
                                                                                                              when in garden beds.                                                                       BANKSIA SOUTH
                                                                                                                                                                                                           FFL 16.500
                                                                                                                                                                                                                                                                                                                                                                15.61




                                                                                                                                                                                                                                                                                                                                                                                                                                        2000
                                                                                                                                                                                                                                                                                                                                                                                                                                 SEAT
                                                                                                                                                                                                                                                                                                                           IRRIGATION WATER
                                                                                                                                                                                                                                                                                                                           CONNECTION
                                                                                                                                                                                                                                                                                                                           Connection point located




                                                                                                                                                                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                 15
                                                                                                                                                                                                                                                                                                                           inside enclosure. Refer




                                                                                                                                                                                                                                                                                                                                                                                                                                               EX
 1                      16.14
                                                                                                                                                                                                                                                                                                                           Hydraulic Engineer's                                                                                      900
                                                                                                                                                                                                                                                                                                                           drawings for details.

                                                                                                                      16.14
                   P03
                                        SEAT




                                                                                                       15.848



                                                                                                                                                                                                                                                                                                                                15.61
                           SE
                             AT

                                                                                                                                               E1                                 EXISTING CONCRETE PATH
                                                                                                                                                                                  Retain portion of path as shown                                                                                                                                     15.400
                                                                                                                                                                                  & remove remaining (dashed).
                                                                                                                                                                                                                                                                                                                                                               P04
                                                                     E
                                                                   AL
                                                              SW
                                                                                                                                                                                                                                                                                                                                                                                                                              ALLOW FOR LOW POINT IN MOWING
     E1                                                                                                                                                                                                                                                                                                                                                                                                                       EDGE TO ALLOW FOR WATER FLOW
                                                                                                                                  7




                                                                                                                                                                                 16.14
                                                                                                                              .4




                                                                                                                                                                                                                                                                                             15.731
                                                                                                                            16




                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                          EX




                                                                                                                                                                                                                                                                                                                                                                                                            .5
                                                                                                                                                                                                                                                                                                                                                                                                          15
                                                                                                                                                                                                                                                                                                          15.517




                                                                                                                                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                         15.794                                                                                                                                                                                      E1
                                                                                                                                          7
                                                                                                                                      .4
                                                                                                                                    16
                                                                                                                                  EX




                                                                                                                                                                                                                                                           16.47
                    JOINS L-01.03




                                                                                           H
                                                                                       P AT                                                                                               SW                                                                                                                                                                                             E1
                                                                                     E                                                                                                                                                                                                                                                                                                                      PROPOSED ABSORPTION TRENCH
                                                                      9




                                                                                                                                                                                               AL                                                                   16.47
                                                                                   ET
                                                                  .5
                                                                16




                                                                                  R                                                                                                              E                                                                                                                                                                                                          REFER CIVIL ENGINEER'S DRAWINGS
                                                                                C
                                                              EX




                                                                              ON                                                                                                                                                                                                                                                                                                                            FOR DETAILS.
     7




                                                                                                                                                                                                                                          16.28
   2




                                                                          C                                                                                                                                                                                        P04
6.




                                                                     G                                                                                                                                                                                                                                                                                                                                      Install sugar cane mulch & jute netting
X1




                                                                T IN                                                                                                                                                            50                                                                                                                                                                          layer over, refer Materials Schedule.
                                                            XI S                                                                                                                                                                     0
                                          8
                                        .6




                                                        E
                                      16
                                    EX




                                                                                                                                                                                                                15.753
                                                                                                                                                    0
                                                                                                                                               .5
                                                                                                                                             16
              3
             .7




                                                                                                                                           EX
           16
         EX




                                                                                                                                                EXIS



                                                                                                                                                                    0
                                                                                                                                                                 .5




                                                                                                                                                                                                                                                                                                                                                                                              BUSH ROCK PLACED RANDOMLY,
                                                                                                                                                               16
                                                                                                                                                             EX
                                                                                                                                                    T IN G




                                                                                                                                                                                                                                                                                                                                                                                              RANDOM SIZES
                                                                                                                                                        CON




                                                                                                                                                                                                                                                                                                                                                                                      ALLOW FOR LOW POINT IN MOWING
                                                                                                                                                           C




                                                                                                                                                                                                                                                                                                                                          15.334                                      EDGE TO ALLOW FOR WATER FLOW
                                                                                                                                                                            1
                                                                                                                                                         RETE




                                                                                                                                                                            .3




                                                                                                                                                                                                         15
                                                                                                                                                                          16




                                                                                                                                                                                         5
                                                                                                                                                                        EX




                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                   15.72
                                                                                                                                                                                         .2




                                                                                                                                                                                                           0
                                                                                                                                                                                       16
                                                                                                                                                                                     EX
                                                                                                                                                             PATH




                                                                                                                                                                                                                                                                                               15.338
                                                                                                                                                                                              P04




                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                   .7
                                                                                                                                                                                                                                                                                                                                                                 15
                                                                                                                                                                                                                                                                                                                                                               EX
                                                                                             EXISTING GARDEN                                                                                                                             TEMPORARY EGRESS PATH
                                                                                                                                                                                                                0
                                                                                                                                                                                                               .6




                                                                                               To be retained
                                                                                                                                                                                                             15
                                                                                                                                                                                                           EX
                                                                                                                                  0
                                                                                                                              .5




                                                                                                                                                                                                                                                                                       0
                                                                                                                            16




                                                                                                                                                                                                                                                                                      .0




                                                                                                                                                                                                                    TEMPORARY SITE FENCE
                                                                                                                          EX




                                                                                                                                                                                                                                                                                    16
                                                                                                                                                                                                                                                                                  EX
                                                                                                                                                                                                     3
                                                                                                                                                                                               .2
                                                                                                                                                                                             16
                                                                                                                                                                                           EX




                                                                                                                                                                                                                                                  ALLOW TO RE-TURF ALL
                                                                                                                                                                                                                                                  DISTURBED AREAS




          EXISTING FENCE
          To be retained


                                                                                                                                                                                    EXISTING BRIDGE OVER DRAIN
                                                                                                                                                                                                                                                                                                                                        0
                                                                                                                                                                                                                                                                                                                                       .0


                                                                                                                                                                                    To be retained
                                                                                                                                                                                                                                                                                                                                     16
                                                                                                                                                                                                                                                                                                                                   EX




                                                                                                                                                                                    EXISTING CONCRETE LINED
                                                                                                                                                                                    DRAINAGE SWALE
                                                                                                                                                                                                                                                                                                                           Y
                                                                                                                                                                                                                                                                                                                        AR
                                                                                                                                                                                                                                                                                                                     ND
                                                                                                                                                                                                                                                                                                                      U
                                                                                                                                                                                                                                                                                                                   BO




                                                                                                                                                                                  EXISTING BITUMEN SURFACE
                                                                                                                                                                                                                                                                                                                TY
                                                                                                                                                                                                                                                                                                              ER
                                                                                                                                                                                                                                                                                                            OP
                                                                                                                                                                                                                                                                                                          PR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PRELIMINARY ONLY NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                         client                                                                                                                                     drawings title                                                                    drawing number   revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                  LANDSCAPE PLAN                                      01737 L-01.04          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