Landscape Plans · OPW22/0299

                                                                                                                                                                                                                                                                                                                                                                                                            PROVIDE IRRIGATION TO ALL
                                                                                                                                                                                                                                                                                                                                                                                                            PLANTERS AND UNDERCROFT
                                                                                                                                                                                                                                                                                                                                                                                                            AREAS


                                                                                                                                                                                                                                          3 COR rub                                                                                                                                                         LANDSCAPE PLANS TO BE
                                                                                                                                                                                                                                          3 COR rub                                                                                                                                                         ASSESSED IN CONJUNCTION
                                                                                                                                                                                                                                          9 BLE SL                                                                                                                                                          WITH ARBORICULTURAL IMPACT
                                                                                                                                                                                                                                          4 SYZ Res
                                                                                                                                                                                                                                          6 FIC nod
                                                                                                                                                                                                                                                                                                                                                                                                            ASSESSMENT BY CONSULT
                                                                                                                                                                                                                                                                                                                                                                                                            ARBORIST 31 OCT 2022
                                                                                                                                                                                                                                          1 BAN rob


                                                                                                                                                                                                                                                                                                                    3 CAL GBF

                                                                                                                                                                                                                                                                                                                                     8 ALP cae
                                                                                                                                                                                                                                                                                                                                     3 LOM hys
                                                                                                                                                                                                                                                                                                                                     2 BAN int


                                                                                            1 BAN rob                                                                                                                                                                                                                            5 SYZ Cas
                                                                                            4 DIA con                                                                                                                                                                                                                            4 CAS CI




                                                                                                                                                                                                                                                                                            3
                                                                                                                                                                                                                                                                                        37.3
                                                                                                                                                                                           TERRACE
                                                                                                                                                                                                                                                                                                                                                          BROAD LEAF TURF OR ARTIFICIAL GRASS
                                                                                                                                                                                                                                                                                                                                 3 FIC nod                (PROVIDE DRAINAGE)




                                                                                                                                          MATC
                                                                                                                                                     DH

                                                                                                                                                                                             TERRACE
                                                                                                                                                                                                 6.1x4.9
                                                                                                                                                                                                                                                                                                                                                         CORTEN STEEL GARDEN EDGE
                                                                                                                                                                                                                                                                                                                                                         (TYPICAL)




                                                                                                                                                                     BBQ
                                                                                                                              MASTER                      FP
                                                                                                                                4.0x3.8




                                                                                                                                               H




                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                           37.3




                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                    37.3
                                                                                                                                                                                                                                                                                                                                 3 AUS dul




                                                                                                                                              LINE S
                                                                                                                                                           DH




                                                                                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                                                                37.1
                                                                                                                                                                                            RL 37370
                                                                                                                                                                                                                                                                                                                                                          CONSULTATION WITH ALL
                                                                                                                                                               DN
                                                                                                                                                                           5 4
                                                                                                                                                                               3 2
                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                 8 DIA con
                                                                                                                                                                                                                                                                                                                                                          NEIGHBOURS WITH TREES




                                                                                                                                                                                                                                                                "
                                                                                                                                                                                                                                                     273 .757
                                                                                                                                                                                                                                                            '20
                                                                                                                                    DN                          13
                                                                                                                                                  15 14             12
                                                                                                                                          17 16




                                                                                                                                                                                                                                                        °55
                                                                                                                                                                                                                    POOL




                                                                                                                                                                                                                                                        20
                                                                                                                                                                    11

                                                                                                                                                                                                                                                                                                                                 6 SYZ Res                LIKELY TO BE IMPACTED BY



                                                                                                                                                     HEEVT
                                                                                                                                                                     10
                                                                                                                                                                                                                       2.0x4.5




                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                 37.0
                                                                                                                                                                      9
                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                                                          CONTINUOUS PIERS IS




                                                                                                                                                                                                                                                              4
                                                                                                                                                                       7




                                                                                                                                                                                                                                                               36.6
                                                                                                                                                                        6
                                                                                                                                                                        FP
                                                                                                                                                                         5
                                                                                                                                                                                    GATE
                                                                                                                                                                                                                                                                                                                                                          RECOMMENDED
                                                                                                                                                         OID
                                                                                                                                                                           4
                                                                                                                                                                            3
                                                                                                                         KIT/DIN/LIV
                                                                                                                                                            0
                                                                                                                                                                            2


                                                                                                                                                           5




                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                           36.6
                                                                                                                                                                                1


                                                                                                                                                                                                                                                                                                                                 4 AUS dul
                                                                                                        7 AUS dul                                         DH
                                                                                                                                                                       DH




                                                                                                                                                                                                                                                               3
                                                                                                                                                                                                                                 2




                                                                                                                                                                                                                                                           36.3
                                                                                                                                                                                                                                  36.9
                                                                                                         3 COR rub                                                                                                                                                                                                                   3 LOM hys




                                                                                                                                                                                                                                             5
                                                                                                                                                                                                                                         36.4




                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                     1 CUP ana




                                                                                                                                                                                                                                                                                35.8
                                                                                                        3 SYZ Cas




                                                                                                                                                                                                                                                 7
                                                                                                                                                                                                                              9




                                                                                                                                                                                                                                                    36.2
                                                                                                                                                                                                                          36.4
                                                                                                                                                                                     MA
                                                                                                                                                                                            TC

                                                                                                                                                                                                                   6
                                                                                                                                                                                                                   36.0




                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                               H




                                                                                                                                                                                                                                                                      35.7
                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                           LIN




                                                                                                                                                                                                                                                                               35.8
                                                                                                                                                                                                               E




                                                                                                                                                                                                                                                                                            9
                                                                                                                                                                                                                   SH




                                                                                                                                                                                                                                                                                        35.4
                                                                                                                                                                                                                                                            5
                                                                                                                                                                                                                                                             35.7
                                                                                                                                                                                                                           EE




                                                                                                                                                                                                                                                                               5
                                                                                                                                                                                                                                                                          35.7
                                                                                                                                                                                                                                     T0




                                                                                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                                                                                   35.0
                                                                                                                                                                                                                                                                      5.62
                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                          3




                                                                                                                                                                                                                                                                               35.7




                                                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                                                                                                                        35.3 2
                                                                                                                                                                                                                                                                                3




                                                                                                                                                                                                                                                                                                           34.8
                                                                                                                                                                                                                                                                                            35.5
                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                                                          CONTRACTOR TO :                                    ADDITIONAL NOTES                               DIAL BEFORE
                                                                                                                                                                                                                                                                                                                                          ·  CONFIRM LOCATION OF
                                                                                                                                                                                                                                                                                                                                             BOUNDARIES & SERVICES
                                                                                                                                                                                                                                                                                                                                             PRIOR TO COMMENCING
                                                                                                                                                                                                                                                                                                                                                                                            FIELD GULLY
                                                                                                                                                                                                                                                                                                                                                                                            FIELD GULLY LOCATIONS TO BE DETERMINED ON
                                                                                                                                                                                                                                                                                                                                                                                            SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                           YOU DIG
                                                                                                                                                                                                                                                                                                                                             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
                                                                                                                                                                                                                                                                                                                                             INDUSTRY STANDARDS                             ROOT BARRIER
                                                                                                                                                                                                                                                                                                                                          ·  CHECK ALL LEVELS PRIOR TO                      PROVIDE ROOT BARRIER TO BACK OF KERB AND
                                                                                                                                                                                                                                                                                                                                             CONSTRUCTION                                   EDGE OF FOOTPATH TO MANUFACTURERS
                                                                                                                                                                                                                                                                                                                                                                                            SPECIFICATIONS.




                                                                                                                                                                                                                                                                                                                                                           1: 200 @ A3
                                                                                                                                                                                                                                                                                                                  scale in metres
                                                                                                                                                                                                                                                                                                                                        0 1                        5                        10
SHEET 04 - PLANTING PLAN (K4,K5,K6 Upper 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 22116             OPW - 04                                                          A