Landscape Plans · OPW22/0299

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                                                                                                                                                                                                                                                                                                                                                                                                                                        S
                                                                                                                                                                                                                                                                                                                                                                                                                                     AS
                                                                                                                                                                                                                           OF
                                                                                                                                                                                                           SC
                                                                             2 SYZ Cas                                                                                                                                                                                                                                                                                                                                                               POOL




                                                                                                                                                                                                                                                                                                                                                                                                                                  GL
                                                                                                                                                                                                                      ES
                                                                                                                                                                                                                                                                                                                                                                                                           L
                                                                                                                                                                                                                                                                                                                                                                                                  L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CORTEN STEEL GARDEN EDGE




                                                                                                                                                                                                                     LIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.3x4.6

                                                                                                                                                                                                          DN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  (TYPICAL)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               " 27 17.099
                                                                                                                                                                                                                                                                                                             TERRACE                                                                                                                                                                                                                                                                                                                                                             6 DIA con




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         5'2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3°5
                                                                                2 SYZ pin                                                                                                                                                                                                                        6.0x4.8                                   RL 33000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     30.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEW 1.5m WIDE FOOTPATH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    273 .099
                                                                               4 DIA con




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           '20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       °55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       17
                                                                                                                                                                                                                                 RL 32820                                                 BBQ




                                                                                                                                                                                                                                                                                                                                                                                              R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1 PAN pen




                                                                                                                                                                                                                                                                                                                                                                                              VE
                                                                                                                                                                                                                     75




                                                                                                                                                                                                                                                                                                                                                                                             RO
                                                                                                                                                                                                                   30
                                                                                                                                                                                                                30.1 0"
                                                                                                                                                                                           RL 33                 3°5 .175
                                                                                                                                                                                                                     5'2
                                                                                                                                                                                                                    5'2




                                                                                                                                                                                                                                                                                                                                                                                         OO
                                                                                                                                                                                                                 3°5    0"                         PATH                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING CROSSOVER TO BE




                                                                                                                                                                                                                                                                                                                                                                                         FL
                                                                                                                                                                                                                                                                                13




                                                                                                                                                                                                                                                                                                                                                                                        OF
                                                                                                                                                                                                                                                                                     12
                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REMOVED AS PER CIVIL DETAILS




                                                                                                                                                                                                                                                                                                                                                                                   ES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5
                                                                                                                                                                                                                                                                                               10




                                                                                                                                                                                                                                                                     DN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3 x FEATURE BUSH ROCKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   31.1
                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                      7 BLE SL




                                                                                                                                                                                                                                                                                                                                                                                  LIN
                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                             7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4 BAN pro




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               30.7
                                                                                                                                                      5 DIA con                                                                                                                                                                                                                                       DRIVEWAY BELOW
                                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                                         RL 31810              5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1 BAN spi




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                       4
                                                                                                                                                     10 BLE SL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    30.4
                                                                                                                                                                                                                                                                                                                                               3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                                                                           2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3 CAS Ci




                                                                                                                                                                                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           30.3
                                                                                                                                                                                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         31.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                          31.5
                                                                                                                                                                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                                                                                                                                                                                  31.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2 WES Zen




                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                                                                   31.7
                                                                                                                                                                                                                                                                                                         RL 32                                                                                                                                                                                                                                                                                                                                     1 BAN spi




                                                                                                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                                                                                                                            31.5
                                                                                                                                                                                                                                                                                                                                                                                 RL 30620




                                                                                                                                                                                                                                                                                                    6
                                                                                                                                                                                                                                                                                                    31.6
                                                                                                                                                                                                                                                                                                                                                                                                                       GA




                                                                                                                                                                                                                                                                                                                                                                                                           1.59
                                                                                                                                                                                                                                                                                                                                                                                                                          TE
                                                                                                                                           HATCH LOCATES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NEW DRIVEWAY AND




                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                           TANK UNDER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CROSSOVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 30.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                     CE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          30.0 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IL 29
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW 30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NEW 1.5m WIDE FOOTPATH




                                                                                                                                                                                                                                                                                                                                                                                                                            3 4 7
                                                                                                                                                                                                                                                                                                                                                                                                                           300.7.39
                                                                                                                                                                                                                                                                                                                                                                                                                             30.3
                                                                                                                                                                                                                                                                                                                                                                                                                                 2
                                                                                                                                                                                                                                                                                              8 CAS CI




                                                                                                                                                                                                                                                                                                                                                                                                                          30.3
                                                                                                                                                                                                                                                                                              8 ANI BR




                                                                                                                                                                                                                                                                                                                                                                                                                     7
                                                                                                                                                                                                                                                                                                                                                                                                                       30.2
                                                                                                                                                                                                                                                                                     7 FIC nod                                                                                                                                                                                                                                                                                                               CONTRACTOR TO :                                                                ADDITIONAL NOTES                                                      DIAL BEFORE
                                                                                                                                                                                                                                                                                     3 FIC pum




                                                                                                                                                                                                                                                                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ·  CONFIRM LOCATION OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                 29.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BOUNDARIES & SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FIELD GULLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             YOU DIG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FIELD GULLY LOCATIONS TO BE DETERMINED ON




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         29.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRIOR TO COMMENCING                                                         SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LANDSCAPE WORKS                                                             ENSURE PONDING DOES NOT OCCUR. ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WWW. 1100.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ·  ENSURE ALL FALLS TO                                                         STORMWATER PITS AND SUB SOIL DRAINS TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING STORMWATER SYSTEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                STORMWATER PITS ARE TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                     6 CAR gla                                                                                                                                                  INDUSTRY STANDARDS                                                          ROOT BARRIER
                                                                                                                                                                                                                                                                                                                                                                                                                                                     1 XAN joh                                                                                                                                               ·  CHECK ALL LEVELS PRIOR TO                                                   PROVIDE ROOT BARRIER TO BACK OF KERB AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSTRUCTION                                                                EDGE OF FOOTPATH TO MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                                                                                                                                     6 FIC nod                                                                                                                                                                                                                              SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                     2 FIC pum

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1: 200 @ A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         scale in metres
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0 1                                                            5                                       10
SHEET 02 - PLANTING PLAN (K1,K2,K3 Ground Floor) - OPERATIONAL WORKS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOR COUNCIL APPROVAL
          AMENDMENTS
                                                                                                     TREE PLANTING                                                            ACCENT PLANTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED NOOSA VILLAS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       th
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      element design
          issue    date     description




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   nor
          A       09.11.22 ISSUE FOR COUNCIL APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10 NATASHA AVE
                                                                                    LEGEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      landscape architecture                                                                                 & 24 KATHARINA ST
                                                                                                    SHRUB PLANTING                                                         GROUNDCOVER                                                                                                                                                                                                                                                                                                                                                                                 MASTER PLANNING SUBDIVISIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       COMMERCIAL DEVELOPMENTS    RESORTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOOSA HEADS                                                  Date              NOV 2022
                                                                                                                                                                            PLANTING                                                                                                                                                                                                                                                                                                                                                                                   PARKLANDS    REVEGETATION  MULTI-UNITS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      151 Brisbane Rd. Mooloolaba
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CLIENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             MARK BAIN CONSTRUCTIONS                                      Scale             1: 200 @ A3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Phone 07 5444 6155 Fax 07 5444 6055                                                    DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design            JRV           Drawn JRV
           Copyright in the whole and every part of this document belongs to
           ELEMENT DESIGN QLD PTY LTD and may not be used, sold,
                                                                                                    TURF                                                                   ARTIFICIAL
                                                                                                                                                                           GRASS
                                                                                                                                                                                                                                                                                BOUNDARY                                                                                                                                                                                                                                                                              PO Box 1546, Buderim QLD 4556
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TITLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PLANTING PLAN                                            Sheet             02 OF 10
           transferred, copied or reproduced in whole or in part in any manner or                                                                                                                                                                                                                                                                                                                                                                                                                                                              TM                                                                                                                                                                                                                         issue
           form or in or on any media to any person without the prior written
           consent of ELEMENT DESIGN QLD PTY LTD.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ED 22117            OPW - 02                                                                     A