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SUPERSEDED - Approved Plans & Documents - OPW22 0299 · OPW22/0299

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Original PDF page 9, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROVIDE IRRIGATION TO ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PLANTERS AND UNDERCROFT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       AREAS




                                                                                                                                                                                                                                                                                                         0"
                                                                                                                                                                                                                                                                                                        '2
                                                                                                                                                                                                                                                                                                    °55
                                                                                                                                                                                                                                                                                                   273
                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                          37.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LANDSCAPE PLANS TO BE




                                                                                                                                                                                                                                                                                                             4
                                                                                                                                                                                                                                                                                                         36.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ASSESSED IN CONJUNCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WITH ARBORICULTURAL IMPACT




                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                    36.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ASSESSMENT BY CONSULT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ARBORIST 31 OCT 2022




                                                                                                                                                                                                                                                                                                        3
                                                                                                                                                                                                                                                                    2




                                                                                                                                                                                                                                                                                                    36.3
                                                                                                                                                                                                                                                                      36.9
                                                                                                                  7 ALP cae




                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                  36.4




                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                           35.8
                                                                                                                                                                                                                                                                                               7
                                                                                                                                                                                                                                                                  9




                                                                                                                                                                                                                                                                                           36.2
                                                                                                                                                                                                                                                              36.4
                                                                                                                                                                                                                                                                                                                                                                                                       CONSULTATION WITH ALL
                                                                                                                  1 ACR imp




                                                                                                                                                                                                                                                         6
                                                                                                                                                                                                                                                                                                                                                                                                       NEIGHBOURS WITH TREES




                                                                                                                                                                                                                                                     36.0




                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                 35.7
                                                                                                                                                                                                                                                                                                                             2
                                                                                                                  3 DIA con




                                                                                                                                                                                                                                                                                                                         35.8
                                                                                                                                                                                                                                                                                                                                                                                                       LIKELY TO BE IMPACTED BY
                                                                                                                   2 FIC nod




                                                                                                                                                                                                                                                                                                                                                9
                                                                                                                                                                                                                                                                                                                                                                                                       CONTINUOUS PIERS IS




                                                                                                                                                                                                                                                                                                                                            35.4
                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                     35.7
                                                                                                                   2 AUS dul




                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                       RECOMMENDED




                                                                                                                                                                                                                                                                                                                       35.7




                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                   35.0
                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                                     9
                                                                                                                   2 BAN spi




                                                                                                                                                                                                                                                                                                                 35.6
                                                                                                                                                                          4




                                                                                                                                                                                                                                                                                                                 35.7




                                                                                                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                                                           35.3 2
                                                                                                                                                                         T0




                                                                                                                                                                                                                                                                                                                                                                          34.8
                                                                                                                                                                                                                                                                                                                                               35.5
                                                                                                                   2 FIC nod




                                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                     POOL
                                                                                                                   3 FIC nod




                                                                                                                                                                         EE
                                                                                                                                                                                                                                      3.6x2.9


                                                                                                                  5 DIA con                                                                                                                                                                                                                                                                                    12 DIA con




                                                                                                                                                                                                                                                                        L
                                                                                                                                                                       SH




                                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                GA
                                                                                                                                                                                                                  TE
                                                                                                                  1 XAN joh                                                                                                                                                                                                                                                                                    5 SYZ Res




                                                                                                                                                                                                                                                                 FP
                                                                                                                   5 CAS CI




                                                                                                                                                                                                                                                                                                     TV
                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                              FE
                                                                                                                                                                                                                                                                                                                                AT
                                                                                                                                                                                                                                                                                                                                    UR
                                                                                                                  1 ACR imp                                                                                                                                                                                                              ES




                                                                                                                                                               LIN
                                                                                                                                                                                                                                                                                                                                           CR
                                                                                                                                                                                                                                                                                                                                             EE




                                                                                                                                                                                                                                                         L
                                                                                                                                                                                                                                                                                                                                               NS




                                                                                                                                                                                                                                                                                                                              L
                                                                                                                                                                                                                TERRACE




                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                     4.5x3.1
                                                                                                                                                                                                                                                                                   K2




                                                                                                                                                            CH
                                                                                                                                                                                                                                                                                                                                                             SL
                                                                                                                  1 ACR imp                                                                                                                                                  KIT/DIN/LIV
                                                                                                                                                                                                                                                                                                                                                               W




                                                                                                                                                                                                                                                 D
                                                                                                                                                                                                                                              SL
                                                                                                                                                             T
                                                                                                                                                                                                                                                                                    6.0x5.2

                                                                                                                  4 DIA con




                                                                                                                                                          MA
                                                                                                                                                                                                                                             DN




                                                                                                                                                                                                                                                                                                                                  02
                                                                                                                                                                                                                                       16                                                                                                       MASTER
                                                                                                                   1 BAN spi                                                                                                                                                                                                                         4.4x3.3




                                                                                                                                                                                                                                                                                                                            T




                                                                                                                                                                                                                                                                                                                                                                            BE
                                                                                                                  1 XAN joh                                                                                                              15
                                                                                                                                                                                                                                           14




                                                                                                                                                                                                                                                                                                                         EE
                                                                                                                                                                                                                                             13




                                                                                                                                                                                                                                                                                                                                                                          RO
                                                                                                                                                                                                                                                                                                                         RY
                                                                                                                                                                                                                                               12
                                                                                                                                                                                                                                                  11
                                                                                                                   2 CAS CI




                                                                                                                                                                                                                                                                                                                      NT
                                                                                                                                                                                                                                       15            10
                                                                                                                                                                                                                                         14             9




                                                                                                                                                                                                                                                                                                                    PA
                                                                                                                                                                                                                                           13             8
                                                                                                                                                                                            TERRACE                            16            12             7
                                                                                                                   5 FIC nod




                                                                                                                                                                                                                                                                                                                   SH
                                                                                                                                                                                                                                                11            6
                                                                                                                                                                                                 4.5x3.1                       DN
                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                      9         5
                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                                                                                           PDR
                                                                                                                                                                                                                                                        8           3
                                                                                                                                                                                                                                                          7           2                                                    1.2x2.0
                                                                                                                   1 BAN spi                                                  GATE
                                                                                                                                                                                                                                                            6
                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                4




                                                                                                                                                                                                                           D
                                                                                                                                                                                          RL 36000                                                                3                            1




                                                                                                                                                                                                                          SL
                                                                                                                                                                                                                                                                    2




                                                                                                                                                                                                                                                                                                              INE
                                                                                                                                                                                                                                                                                           1                                         ENSUITE
                                                                                                                  1 ACR imp                                                                                                                                                                          LIFT
                                                                                                                                                                                                                                                                                                     1.5x1.5                               3.1x3.0




                                                                                                                                                                                                                                                                                                         HL
                                                                                                                  1 DIA con                                                                                      L
                                                                                                                                                                               POOL
                                                                                                                                                                                                                                         K3




                                                                                                                                                                                                                                                                                                   TC
                                                                                                                                                                                3.6x2.3




                                                                                                                                                                                                                                                                                                                                                               L
                                                                                                                                                                                                                                     KIT/DIN/LIV
                                                                                                                                                                                                           FP                                                                                                            ENSUITE




                                                                                                                                                                                                                                                                                              RY
                                                                                                                                                                                                                                                                                            MA
                                                                                                                                                                                                                                            6.0x5.2                                                  PDR




                                                                                                                                                                                                                                                                                            NT
                                                                                                                                                                                                                                                                                                                              3.1x3.0
                                                                                                                                                                                                                                        RL 36000                                                                                                         L




                                                                                                                                                                                                                                                                                          PA
                                                                                                                                                                                                                                                                                                     1.2x2.0
                                                                                                                                                                                                     L
                                                                                                                                                                                                            L



                                                                                                                                                                                                                                TV                                                                                                                                                          LIFT
                                                                                                                                                                                                                                                                                                                                                                                            1.5x1.5

                                                                                                                               7 ALP cae                                                                                                                                                  MASTER
                                                                                                                                                                                                                                                         L
                                                                                                                                                                                                                                                                                               4.4x3.3                                                                      PANTRY
                                                                                                                               9 SYZ Pin                                                                                                        FE
                                                                                                                                                                                                                                                  AT
                                                                                                                                                                                                                                                       UR
                                                                                                                                                                                                                                                                L
                                                                                                                                                                                                                                                                                                                                                                                  1.3x2.0
                                                                                                                                                            273 23
                                                                                                                                                                   '




                                                                                                                                                                                                                                                             ES
                                                                                                                                                               °56




                                                                                                                                                                                                                                                                                                                         BE
                                                                                                                                                                                                                                                               CR
                                                                                                                                                              5.3




                                                                                                                                                                                                                                                                    EE
                                                                                                                                12 DIA con                                                                                                                            NS




                                                                                                                                                                                                                                                                                                                   RO
                                                                                                                                                                                                                                                                                      SL
                                                                                                                                                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                             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 18 APR 2023                                                                                                                                                                                                                                                                                                                scale in metres
                                                                                                                                                                                                                                                                                                                                                                                                           0 1                      5                              10

      SHEET 03 - PLANTING PLAN (K1,K2,K3 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             03 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 - 03                                                     A
Document Set ID: 22190656
Version: 1, Version Date: 28/11/2022

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