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Approved Plans & Documents - OPW22 0299 · OPW22/0299

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                                                                                                                                                                                                                                                                                                                                                                                                                                  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.


             NOOSA COUNCIL
            APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                 1: 200 @ A3
          OPW22/0299 15 MAY 2023                                                                                                                                                                                                                                                                                                        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
Document Set ID: 22190656
Version: 1, Version Date: 28/11/2022

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