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Landscape Plans · OPW24/0196.01

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXTENT OF STAGED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LANDSCAPE WORKS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPERTY BOUNDARY
                                                           1500        2980               2158
                                                           CONCRETE SLEEPER RETAINING WALL                                                                                                                                                                                                                                                                                                                                                                            CONCRETE SLEEPER RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING SURFACE LEVEL
                                                                                                                                    FEN-1                                                                                                                                                                                   FEN-1                                                                                                                                                                                                     FEN-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A700
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GATE




                                                    2421
                                                                                                         17000




                                                                                                                                                  1500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8




                                                                                                                                                                                                                                                                                                                                                                                                      1500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SWALE                                                                          SWALE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EX
                                                                       17000                             17000                                                                                                                                                                                                                                                                                                                                                                                           16900




                                                                                                        1200
                                                                  UP




                                                                                                                                                                                                                                                                                             750




                                                                                                                                                                                                                                                                                                                                                                                                                                                           1200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              600
                                                                               1                   E1
                                                                          58                                                                                                                                                                                                   2000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A610                                                                                                                                                                          SEAT
                                                                  A610                                                                                                                                                   A610
                                                                                          E1                                                                                                                                    8                                                                                                                                                                                                                                                                         A302
                                                                                                                                                                                                                                                                                                                                                                  A800                                                                                                            6
                                             A610                 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           A610                                                                                                                                   3000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7
                                                                                                                                                                                                                                                                                                                                                                  5                                                                                                                                                    5
                                                    2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6
                                     17350
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  17350                  A700                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RELATIVE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      -1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 17375




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      A610




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4   A302




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT TYPE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BANKSIA NORTH
                                                                                                                                                                                                                                                              ACACIA WING                                                                                                                                                                                                                                                                                                                                               FFL 16.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E


                                                                                                                                                                                                                                                               FFL 17.375
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P01                     Granite Tile
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EX 17060
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SL 16900                SL 16650                                                                                                                                                                                                                                                                                                                                                                00

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                               T252
                                                                                                                                           T10517                                           T253
                                                                                                                                                            SEAT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT TYPE 2
                                                                                                                                         SSP                                             SSP                                                                                                                                                                     T234
                                                                                                                                                                                              PP                                                                                                                                    T233                                                                                                                                                         A620
                                                                                                                                                                                                                                                                                                                                                      SSP                 PP       SEAT     PP                 SSP
                                                                                                                                                                                                         SEAT                                                                                                                                                                                          T263
                                                                                                                                                                        T254                                                                                                                                                T232
                                                                                                                                                                                                                PP




                                                                                                                                                                                          1500




                                                                                                                                                                                                                                                                                                                                                    1500
                                                                                                                                                                                                                                       T250   T249
                                                                                                                           T10516                           T256                                                                                                                                                                                                                                                      SYNTHETIC GRASS                1                                                                                                                                                                                                                                                                                                                                                                                                              SW

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BANKSIA NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P02                     Colour Concrete A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AL

                                                                                           FEN-1
                                                                                                                                         T257                                                                                                                                                                                                                                                                                                       A505               SL 16900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                   SYNTHETIC GRASS                                                                                                    T231                                                                                                        PP




                                                                                                                                                                                                                       3000
                                                                                                                                                                                                                                                                T230
                                                                                                                                                                                                    PP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FFL 16.500
                                                                                                                                                                                                                                                                                                                                                     T236
                                                                                                                                                                                                                                                                                                                                                                                                                              SL 16913
                                                                                                                                                                                                                                                                       17375                                                                T235
                                                                                   T258                                                                                                                                                                                                                                                      T237                                                                            SL 16890                      SL 16950
                                                                                                                                                            T255                                                                                                                                                                                                         T244
                                                                                                                                                                                                                                                                                                                                                      T245                                                                       SL 16905



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BANKSIA SOUTH
                                                                                                                                T258                                                                                                                                                                                                                                  T243 SYNTHETIC GRASS                                                                        SL 16900




                                                                                                                                                                                                                                                                                                                                                                                                      SEAT
                                                                                                                                                                                                                                                                                                                                                                                                             1500
                                                                                          T258                          T260
                                                                                                                                                                                                                                                                                                                                                                                                                              SL 17050
                                                                                                                                                                                                                PP                                                                                                                             T239                                                                           SL 16890                                                                                                                                       E1                                       E1
                                                                                                                                            SSP      T259                                                                                                                                                                            T238                                                                                                                                                                                                                                                                                                                                   E1
                                                                                                                                                                                                     1500                                                                                                                        1500                        T240
                                                                                                                                                                                                                                                                                                                                                                         T242
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FFL 16.500
                                                                                                                                 T261                                                                                SYNTHETIC GRASS                                                     T228                                                                                                                                            FL 16550
                                                                                                                                                                                                                                                                                                                                                T241
                                                                                                                                                                                       SSP                               N 331152                                                                                                                                                                                                                                                                                                                                                                             SWALE
                                                                                                               FE                        T10527                                                                          E 65651                                                             T227            SYNTHETIC GRASS                                                                     PP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT TYPE 3
                                                                                                                 N -1          T10528                                                                                                                                                                                                                                                                                 SSP                                                                                                                                                                                                                                                                                    E1

                                                                                                                                                                                                                                                               T229                   T226                                                                                                                                                                                                                                                                                                                                     E1




                                                                                                                                                                                                                                                                                                                AT
                                                                                                                                                                                                                                                      2




                                                                                                                                                                                                                                                                                                             SE
                                                                                                                                T10519                                                                                                                                                                                                        PP           SSP
                                                                                                                                            T10518
                                                                                                                                                                                                                                                                                                                                                           T246
                                                                                                                                                                                                                                                                                                                                                                         SEAT
                                                                                                                                                                                                                                                     A201.2
                                                                                                                                                                                                                                                      A302                                            T225             T224                                                            PP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P03                     Colour Concrete B
                                                                                                                                                                                                                                                                                                                     T222 T223
                                                                                                                                                    T10521                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E1
                                                                                                                                                                                                                                                                                                                                                     T247                                                                                                                                                                                                                                       SEAT   SEAT
                                                                                                                                                          T10520                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SWALE
                                                                                                                                                                                                                                              T262                                                                                                                              T248
                                                                                                                                            T10526                                               FEN-1                                                        FEN-1                                 FEN-1                                                                                                     FEN-1
                                                                                                                                                                                     T10525
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEAT
                                                                                                                                                                                                                                                                           2                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWALE          E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEAT
                                                                                                                                                                                                                                                                          A502




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BANKSIA SOUTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FFL 16.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT TYPE 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SEAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P04                     Portland Grey Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E1                             E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E1             E1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PAVEMENT TYPE 5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COMMUNAL AREA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SEAT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FFL 16.500                                                                                      E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Stabilised Deco
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E1                                                                                                                                                             E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEAT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E1                                      E1                                                                                   SW E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E1           AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E                                                BANKSIA 
Full text of sections 2 to 6 (of 23)

Section 2

SOUTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL 16.500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SWALE INVERT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E1                                                                                                      E1                                                                                                                                            900

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E1              E1
        CO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SWALE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Refer Civil Eng drawings
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  AT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SEAT
          OY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROLLER DOOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E1                                                                                                                        E1                                                                                   ALE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SW

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E1
            AR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEAT         SEAT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       IC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RADIANT HEAT BARRIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Refer Engineer's drawings
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW                                              E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             AL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                 ST
                    R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE SPLASH PAD
                    EE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Gravel aggregate surrounds
                      T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PLANTING AREA


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RAISED PLANTER


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TURF-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               To all disturbed areas

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E1                  EDGE TYPE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Extruded Concrete

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E2                  EDGE TYPE 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Spade Cut Edge
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SUBSOIL DRAINAGE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED TREE



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Offset Planting




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EXISTING TREE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               To be retained




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PRELIMINARY ONLY NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         client                                                                                                                                                                                               drawings title                                                                           drawing number                     revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LANDSCAPE COVER SHEET                                                   01737 L-00.01                            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

Section 3

        CODE / ITEM                         MANUF.                           REQUIREMENTS                                                                                                                                                                                                                                                                                                                                                 EXTENT OF STAGED
                                                                                                                                                                                                                                                                                                                                                                                                                                          LANDSCAPE WORKS

        HYDRAULICS                                                                                                                                                           MISCELLANEOUS                                                                                                                                                                                                                                                PROPERTY BOUNDARY
        SUB-SOIL DRAINAGE                                                    Type: High density polyethylene slotted corrugated drainage pipe - 90mm dia. Pipe to be         SHADE SAILS                                                   Type: New freestanding (6 poles) with shade cloth (2 sections), refer to plan for extent;
                                                                             socked in geo-textile filter fabric.                                                                                                                          Sails: High quality stitched fabric (min 10 yr warranty) dual layered & reinforced corners,




                                                                                                                                                                                                                                                                                                                                                                                                                         00
                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                       0.
                                                                             Drainage Aggregate: 10-20mm washed drainage aggregate.                                                                                                        edges & seams; stainless steel fixings, cables & tension hardware.




                                                                                                                                                                                                                                                                                                                                                                                                               EX
                                                                             Connect to SW system                                                                                                                                          Sail Colour: Each section of sail to be separate colour, colours - tbc by college;
                                                                                                                                                                                                                                           Poles: Steel posts Round HS x various heights, including bored concrete footings.
        EXISTING STORMWATER PITS                                             Allow to adjust position & finished levels to suit proposed surface finishes. Allow for all                                                                                                                                                                                                                                               0.00               RELATIVE LEVEL
                                                                                                                                                                                                                                           Contractor to allow sufficient pole height for clearance over play structure;
                                                                             plumbing works.
                                                                                                                                                                                                                                           Pole finish: HDG;
                                                                                                                                                                                                                                           Engineering: Contractor to allow for all required engineering including Engineering
        SOFTSCAPE                                                                                                                                                                                                                                                                                                                                                                                                                         PAVEMENT TYPE 1
                                                                                                                                                                                                                                           Certification Form 12 & Installation Form 16. Provide fully engineered shop drawings for                                                                                    P01                Granite Tile
        PLANTING ON NATURAL GROUND                                           Mulch: 75mm medium grade Hoop Pine mulch;                                                                                                                     approval prior to installation.
                                                                             Soil: 300mm minimum depth imported Soil Blend, comply to AS4419 table 1;                        SCULPTURE                                                        Type: Sun Dial on raised pedestal stand; 1.2m dia x 600mm high concrete stormwater pipe;                                                                                                    PAVEMENT TYPE 2
                                                                             Subgrade Cultivation: Minimum 150mm depth;                                                                                                                       900 dia planter                                                                                                                                                          P02                Colour Concrete A
                                                                                                                                                                             OUTDOOR SEATS                                                    Type: To be provided by Ozcare
        RAISED GARDEN PLANTERS                                               Soil: 300mm minimum depth premium grade imported topsoil over lightly tamped open                                                                                                                                                                                                                                                                            PAVEMENT TYPE 3
                                                                             sandy loam, to achieve the finished heights required                                                                                                                                                                                                                                                                                      P03                Colour Concrete B
                                                                             Mulch Type: 75mm minimum depth Hoop pine - medium size or approved similar;                     ESTABLISHMENT & MAINTENANCE                                   General Landscape Areas: Allow to provide 13 weeks maintenance & establishment to all all
                                                                             75mm min depth Sugar Cane mulch to raised veggie gardens                                                                                                      landscape areas.                                                                                                                                                                               PAVEMENT TYPE 4
                                                                             Cultivated Subgrade: 150mm depth                                                                                                                                                                                                                                                                                                          P04                Portland Grey Concrete

        PLANTING TO ABSORPTION                                               Soil: Filtration media by civil engineer; planted batter 300mm imported topsoil;                                                                                                                                                                                                                                                                             PAVEMENT TYPE 5
        TRENCH                                                               Mulch: 75mm thick layer fine sugar cane mulch with jute netting pinned over, batters as per                                                                                                                                                                                                                                               P05                Stabilised Deco
                                                                             above.
                                                                                                                                                                             CODE          BOTANICAL NAME                           COMMON NAME                          MIN POT           HT & SPR         STAKE        DENSITY         QTY                                                                                              SWALE INVERT
        TURF TYPE 1                                                          Turf Type: A grade 'Wintergreen" couch                                                                                                                                                                                                                                                                                                        SWALE          Refer Civil Eng drawings
                                                                             Soil: 150mm minimum depth imported topsoil
                                                                                                                                                                                                                                                                           SIZE                               S
                                                                             Cultivated Subgrade: 150mm depth                                                                TREES                                                                                                                                                                                                                                                        RADIANT HEAT BARRIER
                                                                                                                                                                                                                                                                                                                                                                                                                                          Refer Engineer's drawings
        PLANTS & TREES                                                       Plants to be locally grown and be commercially available.                                       CIT lem       CITRUS limon 'Eureka'                    Lemon Tree                              45Ltr        1500x700mm            2x        As shown         1
                                                                             Use healthy, nursery-grown plants in the following minimum sizes:                                                                                                                                                                                                                                                                                            CONCRETE SPLASH PAD
                                                                                                                                                                             CIT man       CITRUS reticulata                        Mandarin Tree                           45rd         1500x700mm            2x        As shown         1
                                                                             Garden beds: groundcover's - 140mm pot, shrubs - 200mm pot, trees - 200L & 400L bag.                                                                                                                                                                                                                                                                         Gravel aggregate surrounds
                                                                             Planting Densities: allow minimum 4 plants per m² to all garden beds. Trees as shown on         CIT ora       CITRUS sinensis ' Washington Navel'      Orange Tree                             45Ltr        1500x700mm            2x        As shown         1
                                                                             plan.                                                                                                                                                                                                                                                                                                                                                        PLANTING AREA
                                                                             Use appropriate pre-planting and maintenance fertilisers (controlled release types
                                                                                                                                                                             MAG LG        MAGNOLIA cv 'Little Gem'                 Little Gem                             100Ltr       2500x1200mm            2x        As shown         5
                                                                             preferred).                                                                                     TAB pal       TABEBUIA pallida                         Pink Trumpet Tree                      100Ltr       2500x1200mm            2x        As shown         5
                                                                             All trees to be stakes and hessian ties. To be removed at end of establishment period.                                                                                                                                                                                                                                                                       RAISED PLANTER
                                                                                                                                                                             TRI lau       TRISTANIOPSIS laurina 'Luscious'         Water Gum                              100Ltr       2500x1200mm            2x        As shown         6
        IRRIGATION                                                           Type: Allow to provide a fully functional commercial grade automatic irrigation system to
        All gardens & lawn areas                                             garden & lawn areas as shown on plan. Refer to Hydraulic Engineer's documentation for           WAT flo       WATERHOUSIA floribunda                   Weeping Lilly Pilly                    100Ltr       2500x1200mm            2x        As shown         6
                                                                             water connection details.                                                                                                                                                                                                                                                                                                                                    TURF-1
                                                                                                                                                                             SHRUBS & ACCENTS                                                                                                                                                                                                                                             To all disturbed areas
                                                                             Irrigation system to include: rain sensor; controller with the required number of               ALP zer       ALPINIA zerumbet variegata               Shell Ginger                          200mm          500x300mm            na         As shown        53
                                                                             stations (zones); solenoids (including fittings, manifold, cover, etc.) and all required                                                                                                                                                                                                                                                      E1             EDGE TYPE 1
                                                                                                                                                                             AZA Shi       AZALEA cv Shiraz                         Azalea                                200mm          500x300mm            na         As shown        13                                                                                               Extruded Concrete
                                                                             cabling, connectors, pipes, fittings, emitters, etc. for a complete and operational
                                                                             system.                                                                                         BAN rob       BANKSIA robur                            Swamp Banksia                         140mm          300x150mm            na         As shown         5
                                                                             Garden beds are to be irrigated with pressure compensating drippers only, no pop-ups or
                                                                                                                                                                                                                                                                                                                                                                                                                           E2             EDGE TYPE 2
                                                                                                                                                                             BRU lat       BRUNSFELSIA latifolia                    Yesterday, Today & Tonight            200mm          500x300mm            na         As shown        10                                                                                               Spade Cut Edge
                                                                             shrub sprays are to be used.
                                                                             Turf areas to be irrigated with pop-up sprays.                                                  CAR DS        CARRISA macrocarpa                       Desert Star                           200mm          500x300mm            na         As shown        29                                                                                   

                                                                                                                                                                                                                                                                                                                                                                                                                                          SUBSOIL DRAINAGE
                                                                                                                                                                             COD var       CODIAEUM variegatum                      Croton                                200mm          500x300mm            na         As shown        28
                                                                             SUBMISSION: Full detailed design drawings to be provided for approval by Principal prior to
                                                                             installation.                                                                                   COR pet       CORDYLINE petiolaris                     Palm Lilly                            200mm          500x300mm            na         As shown         3
                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED TREE
        E1: Edge Type 1                                                      Type: Extruded concrete edge;                                                                   GAR aug       GARDENIA augusta 'Florida'               Gardenia                              200mm          500x300mm            na         As shown         9
                                                                             Size: 150x150mm, refer standard detail;
                                                                                                                                                                             LAV PB        LAVANDULA augustifolia ' Pacific Blue'   Lavenda                               200mm          500x300mm            na         As shown        31
                                                                             Colour: Standard Portland grey
                                                                                                                                                                             MEL thy       MELALEUCA thymefolia                     Honey Myrtle                          140mm          150x150mm            na         As shown         5                                                                                               PROPOSED TREE
        SURFACE FINISHES                                                                                                                                                                                                                                                                                                                                                                                                                  Offset Planting
        Note: Refer to Structural Engineer's drawings for all structural requirements for all pathways;                                                                      NAN nan       NANDINA domestica 'Blush'                Sacred Bamboo - Blush                 200mm          500x300mm            na         As shown        31
        Refer to Civil Engineer's drawings for all pavement setouts and finished surface levels.                                                                             ROS off       ROSMARINUS officinalis                   Rosemary                              200mm          300x200mm            na         As shown        14
        PAVEMENT TYPE 01                    J.H. Wagner & Sons               Type: Granite tile mortar fixed to reinforced concrete sub-base - 'Autumn Yellow';              WES fru       WESTRINGIA fruticosa                     Native Rosemary                       200mm          500x300mm            na         As shown        11
        Stone Tile                                                           Size: 600 x 400 x 30mm;                                                                                                                                                                                                                                                                                                                                      EXISTING TREE
                                                                                                                                                                             GROUNDCOVERS                                                                                                                                                                                                                                                 To be retained
                                                                             Finish: Wet sawn finish;
                                                                             Jointing: Maximum 10-20mm joint width, grout colour portland grey;                              ALY mar       ALYSSUM maritima                         Sweet Alyssum                          90mm           50x100mm            na         As shown        30
                                                                             Sealant: Penetrative type sealant - 'Stain Proof' by Dry Treat or approved similar;
                                                                                                                                                                             ANI BR        ANIGOZANTHUS 'Big Red'                   Kangaroo Paw                          200mm          500x300mm            na         As shown        36
        PAVEMENT TYPE 02                                                     Type: Full depth coloured concrete;                                                             BLE car       BLECHNUM cartilagineum                   Gristle Fern                          140mm          150x150mm            na         As shown        25
        Broom finished concrete                                              Colour: CCS 'Paperbark';
                                                                             Finish: Broom finished;                                                                         CAR app       CAREX appressa                           Tall Sedge                              Tube          150x50mm            na         As shown        20
                                                                             Sealant: Penetrating type sealant - CCS 'Streetscape' or approved similar;                      CAS CI        CASUARINA cv Cousin It                   Cousin It                             140mm          100x150mm            na         As shown         3
        PAVEMENT TYPE 03                                                     Type: Full depth coloured concrete;                                                             DIA cae       DIANELLA caerullea                       Blue Flax Lilly                       200mm          500x300mm            na         As shown        387
        Broom finished concrete                                              Colour: CCS 'Lizard Skin';
                                                                             Finish: Broom finished;
                                                                                                                                                                             DIE gra       DIETES grandiflora                       Fortnight Lilly                       200mm          500x300mm            na         As shown        119
                                                                             Sealant: Penetrating type sealant - CCS 'Streetscape' or approved similar;                      DOO asp       DOODIA aspera                            Rasp Fern                             140mm          150x150mm            na         As shown        22
        PAVEMENT TYPE 04                                                     Type: Full depth coloured concrete;                                                             EVO pil       EVOLVULUS pilosus 'Sapphire Blue'        Blue Bells                            200mm          300x300mm            na         As shown        20
        Broom finished concrete                                              Colour: Portland Grey
                                                                                                                                                                             FIC nod       FICINIA nodosa                           Knobby Club Rush                        Tube          150x50mm            na         As shown        20
                                                                             Finish: Broom finished;
                                                                             Sealant: Penetrating type sealant - CCS 'Streetscape' or approved similar;                      GAR rad       GARDENIA radicans                        Rock Gardenia                         140mm          150x150mm            na         As shown        52
        PAVEMENT TYPE 05                                                     Type: Stabilised decomposed granite fines (Deco) path with off-white cement stabiliser;         CHR api       CHRYSOCEPHALUM apiculatum                Yellow Buttons                        140mm          150x150mm            na         As shown         7
        Stablisied deco path                                                 Depth: Compacted depth of minimum 100mm. Compact in 30mm depth layers until finished            GOO ova       GOODENIA ovata prostrate                 Hop Goodenia prostrate                140mm          100x150mm            na         As shown         7
                                                                             levels are achieved.
                                                                                                                                                                             HEM spe       HEMEROCALLIS species                     Day Lilly                             200mm          300x300mm            na         As shown        30
        MISCELLANEOUS                                                                                                                                                        HYM spe       HYMENOCALLIS speciosa                    Large Spider Lilly                    200mm          500x300mm            na         As shown        45
        GRAVEL SURROUNDS TO BUILDING                                         Type: Washed river pebble approx 20mm dia;                                                      LIR EG        LIRIOPE Evergreen Giant                  Liriope                               140mm          300x300mm            na         As shown        18
        FACADE                                                               Sizes: 300mm minimum strip between building facade & garden areas;
                                                                             Depth: 100mm depth                                                                              LOM Sha       LOMANDRA fluviatilis 'Shara'             Shara Mat Rush                        140mm          300x150mm            na         As shown        73
                                                                                                                                                                             LOM lon       LOMANDRA longifola                       Mat Rush                              140mm          300x150mm            na         As shown        35
        TIMBER ARBOUR TRELLIS                                                Type: Steel HDG posts with HWD timber bearers & cross supports;
                                                                             Sizes: Refer to typical details, contractor to provide shop drawings for approval prior to      OPH SW        OPHIOPOGAN Stripey White                 Stripey White                         140mm          300x300mm            na         As shown        203
                                                                             construction;
                                                                                                                                                                             PHI xan       PHILODENDRON Xanadu                      Xanadu                                200mm          500x300mm            na         As shown        21
                                                                             FInishes: Steel posts - powder coated: colour semi gloss Black, all timber beams & fixings to
                                                                             be painted: colour to match building soffits tbc. All fixings to be stainless steel.            TRA tri       TRACHELOSPERMUM jas. Tricolor            Variegated Jasmine                    140mm          150x150mm            na         As shown        15

        RAISED GARDEN BEDS                                                   Type: 200 series masonry block on strip footings; fully water proofed with 10mm aggregate       VIO hed       VIOLA hederacea                          Native Violet                         140mm          100x100mm            na         As shown        69
        Masonry block walls                                                  100mm depth to base;                                                                            CLIMBERS
                                                                             Dimensions: 600mm finished height, refer to plan for dimensions;
                                                                             Finish: 10mm render & painted; aluminium edge angles;                                           PAS MG        PASSIFLORA edulis 'Misty Gem'            Misty Gem Passionfruit                140mm          500x100mm            na         As shown         4
                                                                             Colour: tbc                                                                                     PET vol       PETREA volubilis                         Sandpaper Vine                        140mm          500x100mm            na         As shown         6
        RAISED VEGGIE GARDENS                                                Type: HWD timber sleeper & vertical posts;
                                                                             Dimensions: 600mm finished height; 75mm thick sleeper beams; refer to plan for
                                                                             dimensions;
                                                                             Finishes: All timber min 2 coates Tanalith E treatment to manufacturers specifications.




                                                                                                                                                                                                                                                                                                                                                                                                    PRELIMINARY ONLY NOT FOR CONSTRUCTION
                                                                                                                                                                                               client                                                                                                                                          drawings title                                                                          drawing number                 revision

                                                                                                                                                                                                                                                                                                                                                                LANDSCAPE SCHEDULES                                                    01737 L-00.02                        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

Section 4

                                                                                                                                                                       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

Section 5

             SW
               AL
                 E




             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
                                                                                                                       AL
                                                                                                                         E


                                                                                                                                                                                                                                                           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




                                                                                                                                                                                               5
                                                                                                                                                                                               .2
                                                                                                                                                                                             15
                                                                                                                                                                                           EX
                                                                                                                                                                    SW
                                                                                                                                                                      AL
                                                                                                                                                     15.31              E




                                                                                                                                                                                                                                PR
                                                                                                                                                                                                                                  OP
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
                                                                                                                                                                                                                                                             15
                                                                                                                                                                                                                                                           EX
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



                                                                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                                                                                                 15
                                                                                                                                                                                                                                                                                               EX
    16.010
                                                                                                                                                                                                                                                                                     SW
                                                                                                                                                                                                                                                                                       AL
                                                                                                                                                                                                                                                                                         E


                                                  16.24
                                SW
                                     AL                                                                                                                                                                                                                                                                 P04
                                        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

Section 6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              JOINS L-01.01


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BANKSIA NORTH
                                                                                       16.35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FFL 16.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                16.13

                                                                                                                                             16.35



                                                                                                                                                                  E1                                                                                                                                                                                                                                          E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  16.35                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16.13                                                                                                                                                                         BANKSIA SOUTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.13                                                                                      FFL 16.500
                                                                                                                                                                                                                          16.26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16.17                                                                                                                                                                                                                                                                                                16.15
                                                                                                                                                                                                                                                           
                                                                                                                                                                                                                                                                   
                                                                                                                                                                                                                                                                                                                                                                  SWALE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           16.228
                                                                                                                                                                                                                                                       

                                                                                                                                                                                                                                                   
                                                                                                                                                                                                                                               



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E1
                                                                                                                                                                                                                                           




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                                                                       
                                                                                                                                                                                                                                   




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                                                               

                                                                                                                                                                                                                          




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                                                      
                                                                                                                                                                                                                  

                                                                                                                                                                                                              

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                                          
                                                                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                                  




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              
                                                                                                                                                                                              
                                                                                                                                                                                          

                                                                                                                                                                                  
                                                                                                                                                                              




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                              
                                                                                                                                                          




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 16.262




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                                      16.277




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                 16.302




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                        GRAVEL SURROUNDS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                                                                                                 16.35                                                                                                                                                  SEAT                                        SEAT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.108




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                        300mm gravel minimum




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           S WAL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.190




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                        edge interface with gardens                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16.083




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE SPLASH PAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Locate 600mm sq concrete pad




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.28




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             
                                                        RAISED PLANTER 500mmH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               16.067




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               under all downpipes that discharge




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                                                                                                                                                                                                                                                              SEAT




                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                        Rendered masonry block,




                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E1                                                                                              to surface. Surround with gravel




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S WA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                        form weep holes into garden                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                                                                                  SEAT
                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               when in garden beds.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            
                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16.239




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     
                                                        for added drainage




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                        Refer typical detail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    P02




                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             
                                                        ARBOUR STRUCTURE 01                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    16.47




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                        Refer typical detail
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                




                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   16.30




                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      
                                                                                                                                                      




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                
                                                                                                                                                                                                                                                                                                                P01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        P01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      

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