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2021032 Noosa Civic Lot 22 OPW [03]

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                                                                                                                                                                                                                                                                     LOT 22 MEDIHUB, Noosa Bussines Centre                                                                                                                                                                               STOCKWELL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT NUMBER : 2021032                DATE           : 25.11.2022
                                                                                                                                                                                                                                                                                    OPERATIONAL WORKS DRAWINGS                                                                                                                                                                           DRAWING NUMBER : 2021032 - 000          REVISION : 03
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Full text of sections 2 to 6 (of 10)

Section 2

        ·
    ·
        ·
        ·
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·   ·
        ·
        ·
    ·
        ·
·

    ·   ·

        ·
              © Place Design Group Pty Ltd A.C.N. 082 370 063
    ·         All information displayed, transmitted or carried within this drawing is
              protected by Copyright and Intellectual Property laws.
              The information contained in this document is confidential.
·             Recipients of this document are prohibited from disclosing the information
·   ·   ·     herein to any person without the written consent of Place Design Group.
              Annotated dimensions take precedence over any measures of scale.
·             Verify all dimensions on site prior to construction.
·             This drawing may display with permission a combination of specialist and
        ·     other consultant(s) input and linework.
              Nominated specialist and consultant information contained within this
    ·         document is referenced from their supplied documentation and is
        ·     contained in this document as indicative only and not for construction or
              certification purposes.
·   ·
        ·    PROJECT
    ·

·   ·                  Lot 22 MEDIHUB,
·
    ·
                     Noosa Business Centre
        ·
              CLIENT

    ·   ·
·       ·                              Stockwell
        ·

    ·        NOTES
        ·
        ·
        ·
        ·
        ·

    ·

·
·
    ·
·
    ·
    ·
·
    ·

    ·
    ·

    ·

                                    FOR APPROVAL
·
    ·
            ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE

·   ·       01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022
            02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
            03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
·
·   ·
    ·
·
    ·
·
·
·   ·

    ·




·   ·
·
    ·
·           PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction


    ·        DRAWING TITLE
    ·
·
                              GENERAL
·                          SPECIFICATIONS
·
    ·
·
             DESIGN   : EJ                                                   NO
                                                                                RT
                                                                                   H
             DOCUMENT : VS
·            PROJECT : 2021032




             NOT TO SCALE
             DRAWING NUMBER                                REVISION
              2021032 - 001                                03

Section 3

FINISHES SCHEDULE

NO.   ITEM                                DESCRIPTION                 SPECIFICATION                                                                                        SUPPLIER
1     HARDSCAPE

1.1   P1 - Pavement Type 1                Exposed Aggregate           Colour: CCS’Snow’ with off white cement                                                     Concrete Colour System                 2.4            Garden Bed Type 4                      Raised planters               Waterproofing: Sika Samafil                                                             Nominated by contractor to
             P1                                                       Aggregate: Hytec ‘Kimberley’                                                                https://concretecoloursystems.com.au                           GB4                                                         Waterproof Protection: Corflute or Tremboard                                            be approved by
                                                                      Grade: Pedestrian Grade, refer engineering drawings.                                        1800 077 744                                                                                                               Drainage Cell: Atlantis 80020P 20mm Flo-Cell                                            superintendent.
                                                                      Finish: Surface set retardant ‘CCS Pro Xpose - 0.5mm’ to produce light-wash exposed                                                                                                                                    Geofabric: Bidim A1 1:1004 nonwoven geofabric
                                                                      finish. Class 2 finish.                                                                                                                                                                                                Topsoil: Hydrocell 40 Podium Mix
                                                                      Joints: Sikaflex Pro to all sealed concrete joints. Colour to match adjoining concrete                                                                                                                                 Irrigation: Drip Irrigation hidden beneath mulch layer at 400mm ccs -
                                                                      pavement                                                                                                                                                                                                               Netafim AS XR
                                                                      Sealant: x2 coats of CCS streetscape sealant to manufacturer’s specification                                                                                                                                           Mulch: Tea Tree Mulch
                                                                      Slip Resistance: Finishes to achieve ‘Class V’ as defined in AS/NZS 4586:1999.                                                                                                                                         Planter wall: 450mm High Rendered 140 series blockwork wall
                                                                      Joints, Reinforcement & Thickness: Refer engineering drawings and LIM. Min. 125mm
                                                                      thick.
                                                                                                                                                                                                                                                                                                                                                                                                                            © Place Design Group Pty Ltd A.C.N. 082 370 063

                                                                      Supply and installation of exposed aggregate plain grey concrete including preparation                                             2.5            Garden Bed Type 5                      Raised planters               Quatro planter box                                                                      Quatro Design
                                                                                                                                                                                                                                                                                                                                                                                                                            All information displayed, transmitted or carried within this drawing is
                                                                                                                                                                                                                                                                                                                                                                                                                            protected by Copyright and Intellectual Property laws.
                                                                      of sub grade, jointing and sealing to the specifications, details and drawings provided.                                                                                                                                                                                                                       https://quatrodesign.com.au/           The information contained in this document is confidential.
                                                                                                                                                                                                                                 GB5                                                         2000 TROUGH (400 Series)
                                                                                                                                                                                                                                                                                                                                                                                                                            Recipients of this document are prohibited from disclosing the information
                                                                                                                                                                                                                                                                                             Colour: Concrete Grey                                                                   products/planter-boxes/400-series/     herein to any person without the written consent of Place Design Group.
                                                                      General Notes:                                                                                                                                                                                                                                                                                                 #400-series-2000-trough-planter        Annotated dimensions take precedence over any measures of scale.
                                                                      1)        Concrete thickness, strength, reinforcement, jointing as per Civil & Structural                                                                                                                                                                                                                                                             Verify all dimensions on site prior to construction.
                                                                                                                                                                                                                                                                                                                                                                                                                            This drawing may display with permission a combination of specialist and
                                                                      Engineering drawings and LIM.                                                                                                                                                                                                                                                                                  02 6672 1190                           other consultant(s) input and linework.
                                                                      2)        Subgrade and subbase details and specifications as per Engineering drawings                                                                                                                                                                                                                                                                 Nominated specialist and consultant information contained within this
                                                                                                                                                                                                                                                                                                                                                                                                                            document is referenced from their supplied documentation and is
                                                                      & LIM.                                                                                                                                                                                                                                                                                                                                                contained in this document as indicative only and not for construction or
                                                                      3)        Expansion and contraction joints must provide a flush finish. All adjoinign                                                                                                                                                                                                                                                                 certification purposes.

                                                                      surfaces and panels to be < 3mm tollerance.
                                                                      4)        Coordinate service pits in pathways. All pits to have adjacent pavement infil.                                                                                                                                                                                                                                                             PROJECT
                                                                      Pits to be < 3mm tollerance from adjacent surfaces.
                                                                      5)        All paths terminate in a manner that ensures smooth trasnition to existing and                                           PLANTING SCHEDULE                                                                                                                       SURFACE FINISHES LEGEND                                                             Lot 22 MEDIHUB,
                                                                      adjacent propsed surfaces for public safety.
                                                                      6)        Ensure a min. 500mm offset from path to any obsticle (excludes softscape).                                                                                                                                                                                                      P1 - PAVING TYPE 1                                                 Noosa Business Centre
                                                                                                                                                                                                         SYMBOL        CODEGENUS / SPECIES - COMMON NAMEPOT SIZE                      SIZE                QUANTITY            NOTES                             REFER TO FINISHES SCHEDULE
                                                                      7)        Be designed and constructed to comply with the Disability Discrimination Act                                                                                                                                                                                         P1
                                                                      (DDA), Access to Premises Standard, Austroads and relevant sections of AS 1428,                                                                                                                                                                                                                                                                       CLIENT
                                                                                                                                                                                                         TREES
                                                                      Design for access and mobility.
                                                                      8)        1sqm sample on site to be provide for Landscape Architects approval prior to                                                                                                                                                                                                    P2 - PAVING TYPE 2
                                                                                                                                                                                                               Ac      ANG cos         ANGOPHORA costata                              100L                2                                                     REFER TO FINISHES SCHEDULE
                                                                      install. Sample can form part of final works.                                                                                                                                                                                                                                  P2                                                                                              Stockwell
                                                                      9)        Pavement works to be coordinated with other furniture (ie. TGSI, bench, etc.)
                                                                      and infrastructure footings.                                                                                                       SHRUBS                                                                                                                                                 TGSI - TACTILE GROUND SURFACE
                                                                                                                                                                                                                                                                                                                                                    TGSI                                                                   NOTES
                                                                      REFER SUNSHINE COAST COUNCIL LIM DETAIL: PTT 01 & IPWEA DETAIL: RS -                                                                                                                                                                                                                      INDICATOR REFER TO FINISHES
                                                                                                                                                                                                               Em      ERI myo         ERISTEMON myoporoides - long leaf wax flower   300mm               57
                                                                      065                                                                                                                                                                                                                                                                                       SCHEDULE
                                                                                                                                                                                                               Hi      HEL ita         HELICHRYSUM italicum - Curry plant             300mm               327                                                   ST1 - STAIR TYPE 1
                                                                                                                                                                                                                                                                                                                                                       ST1
1.2    Pavement Type 1                    Feature pavement            Chelmstone ‘Pearl’ 600 x 400 x 40mm. Honed minimum P4 slip rating                           Chelmstone                                                                                                                                                                                    REFER TO FINISHES
                                                                                                                                                                                                               Hh      HIB het         HIBISCUS heterophyllus - Native hibiscus       300mm               36
                                                                                                                                                                  https://www.chelmstone.com.au/                                                                                                                                                                SCHEDULE
             P2
                                                                                                                                                                  (07) 279 3177
                                                                                                                                                                                                               Ju      JUN usi         JUNCUS usitatus - Common Rush                  Tube                22                                                    HR1 - HANDRAIL TYPE 1
                                                                                                                                                                                                                                                                                                                                                      HR1       REFER TO FINISHES
1.3    Tactile Ground Surface Indicator   Tactile Pavers              Material: CobbleTac Porcelain - warning tile                                                 SETON Australia                             Lh      LOM hys         LOMANDRA hystrix - Mat Rush                    Tube                71
                                                                      Colour: Grey                                                                                 1800 531 492                                                                                                                                                                                 SCHEDULE
             TGSI
                                                                      Dimensions: 300x300x17mm                                                                                                                 Pl      PLA lan         PLATYSACE lanceolata - shrubby platysace       300mm              118                                                    F1 - FURNITURE TYPE 1
                                                                      Grout & Adhesive: Laticrete                                                                                                                                                                                                                                                     F1        REFER TO FINISHES
                                                                                                                                                                                                                                                                                                                                                                SCHEDULE
1.4   Stair Type 1                                                    Material: To match Pavement Type 1                                                                                                 CLIMBERS
                                                                      Dimensions: 150mm high riser; 300mm wide tread                                                                                                                                                                                                                                            GB1 - GARDEN BED TYPE 1
             ST1
                                                                                                                                                                                                                                                                                                                                                     GB1        REFER TO FINISHES SCHEDULE
                                                                                                                                                                                                               Ch      CIS hyp         CISSUS hypoglauca - Native Grape               300mm              18
1.5   HR1 -Handrail Type 1                Stainless Steel Handrail    Material: Marine grade 316 stainless steel                                                   Nominated by contractor to
                                                                      Finish: Brushed                                                                              be approved by                              Th      TEC hil         TECOMANTHE hillii - Fraser Island Creeper      300mm               9
             HR1                                                                                                                                                                                                                                                                                                                                                GB2 - GARDEN BED TYPE 2
                                                                      Colour: N/A                                                                                  superintendent.
                                                                                                                                                                                                                                                                                                                                                     GB2        REFER TO FINISHES SCHEDULE
                                                                      Dimensions: 900mm Ht, 50mm Ø
                                                                      Fixing: Stainless steel fixings                                                                                                    GROUNDCOVERS

                                                                                                                                                                                                                                                                                                                                                                GB3 - GARDEN BED TYPE 3
1.6   Furniture Type 1                    Timber seat on concrete     Size: 450mm high 715mm wide (Length Varies)                                                 Nominated by contractor to
                                                                                                                                                                                                                       LOM ver         LOMANDRA longifolia 'Verday'                   Tube                391                 4/m2                   GB3        REFER TO FINISHES SCHEDULE                                                        FOR APPROVAL
                                          base                        Concrete Base: Color TBC, Structure to refer to engineer's drawings.                        be approved by
             F1
                                                                      Seat Top, Front and Back Rest: 40mm X 40mm Timber                                           superintendent.
                                                                                                                                                                                                                       MYO ell         MYOPORUM ellipticum - Coastal Boobialla        140mm              1,073                4/m2
                                                                      Battens to be fixed with 8G 40mm GAL screws.                                                                                                                                                                                                                                                                                                        ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                      Note: all timber sizes to be dressed allround. Protection: oiled with cutek                                                                                                                                                                                                               GB4 - GARDEN BED TYPE 4
                                                                                                                                                                                                                                                                                                                                                                                                                          01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022
                                                                      extreme cd 50                                                                                                                                                                                                                                                                  GB4        REFER TO FINISHES SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                          02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
                                                                                                                                                                                                                                                                                                                                                                                                                          03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
                                                                      Refer to details.
                                                                                                                                                                                                                                                                                                                                                                GB5 - GARDEN BED TYPE 5
                                                                                                                                                                                                                                                                                                                                                     GB5        REFER TO FINISHES SCHEDULE
2     SOFTSCAPE

2.1   Garden Bed Type 1                   Deep planting areas in      PREP                                                                                        Nominated by contractor to             LEVELS LEGEND                                                                EXISTING TREES LEGEND                                                     GB6 - GARDEN BED TYPE 6
                                          natural ground              Excavate gardenbed areas 300mm deep and turf areas 150mm deep into                          be approved by                                                                                                                                                                     GB6        REFER TO FINISHES SCHEDULE
             GB1
                                                                      existing ground. Cultivate subgrade 150mm.                                                  superintendent.                          FL 00.000             FL - FINISHED LEVEL
                                                                      TOPSOIL
                                                                                                                                                                                                           GL 00.000             GL - FINISHED GARDEN LEVEL
                                                                      Backfill garden areas 300mm - mounding in center with MRTS 16 topsoil.
                                                                      Refer to details.                                                                                                                    TW 00.000             TW - TOP OF WALL LEVEL                                                             EXISTING TREE TO BE
                                                                      Provide soil testing results for topsoil and certification to landscape architect.                                                   TB 00.000                                                                                                REMOVED
                                                                                                                                                                                                                                 TB - TOP OF BATTER                                                No.
                                                                      MULCH
                                                                      Refer to Detail. Type: Tea Tree Mulch. Install 100mm deep settled to all                                                             BB 00.000             BB - BOTTOM OF BATTER
                                                                      garden bed areas. Ensure mulch is kept 50mm clear of plant stems.
                                                                                                                                                                                                           BK 00.000             BK - BACK OF KERB LEVEL
2.2   Garden Bed Type 2                   Bio-basin planting          FILTRATION MEDIA                                                                            Nominated by contractor to                   FALL              FALLS TO DRAIN
                                                                                                                                                                  be approved by                                                                                                                                                                                                                                          PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
             GB2                                                      Per Civil Engineer                                                                                                                                                                                                                            EXISTING TREE TO BE
                                                                      STABILISTATION MATTING                                                                      superintendent.                                0.0             EXISTING CONTOUR LINES                                                             RETAINED                                                                                               DRAWING TITLE
                                                                      Coir mesh open weave matting. +450 gsm                                                                                                                                                                                     No.
                                                                      MULCH                                                                                                                                      0.0             PROPOSED CONTOUR LINES
                                                                      Type: Sugar Cane Mulch. Install 50mm deep settled to all basin areas.
                                                                                                                                                                                                                                 SWALES
                                                                                                                                                                                                                                                                                                                                                                                                                            FINISHES AND PLANTING
                                                                      Ensure mulch is kept 50mm clear of plant stems.
                                                                                                                                                                                                                                                                                                                                                                                                                            SCHEDULE AND LEGENDS
                                                                                                                                                                                                         NOTE:
2.3   Garden Bed Type 3                   Bio-basin batter planting   TOPSOIL                                                                                     Nominated by contractor to             SL REFERS TO SURFACE SLAB LEVEL AS PER THE ARCHITECTURAL /
                                                                      200mm depth ameliorated site topsoil. Refer to details.                                     be approved by                         ENGINEERS DRAWINGS.                                                                                                                                                                                               DESIGN   : EJ                                                   NO
             GB3                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H
                                                                      Provide soil testing results for topsoil and certification to Landscape                     superintendent.                                                                                                                                                                                                                                          DOCUMENT : VS
                                                                      Architect.                                                                                                                         FL WHERE SHOWN ON LANDSCAPE DRAWINGS REFERS TO FINISHED
                                                                                                                                                                                                                                                                                                                                                                                                                           PROJECT : 2021032
                                                                      STABILISTATION MATTING                                                                                                             FLOOR LEVEL.
                                                                      Coir mesh open weave matting. +450 gsm
                                                                      MULCH                                                                                                                              ALL TOP OF SOIL LEVELS SHALL BE 50MM BELOW ADJACENT FLOOR
                                                                      Refer to Detail. Type: Forest Mulch. Install 100mm deep settled to all                                                             LEVELS, KERBS, SEATS AND WALLS, UNLESS SHOWN OTHERWISE.
                                                                      batter areas. Ensure mulch is kept 50mm clear of plant stems
                                                                                                                                                                                                                                                                                                                                                                                                                           DRAWING NUMBER                                REVISION
2.4   Garden Bed Type 4                   Raised planters                                                                                                         Nominated by contractor to                                                                                                                                                                                                                                2021032 - 002                                03

Section 4

                        SW
                                       9.0                                           .2                  9.2                                                                                                    9.4
                                                                                   9                                                                                    9



                                   SW
                                                                                                                                                                                                                                                                 7                                                                                         4
                                                                                  12                          11                                                                                              9.2                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                         10.0


                                         9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                      10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.2
                                   9 .0                                                                                                                                                                                                                                                                                                                                                                                     10.2
                                                         13
                                                                                                                                                                                                                                                                                                                                                9.8
                                                                                                                                         9.4                                                                                                                                               9.8                        9.6
                   9.4



                                                                                                                                                                                                                        9.6                                                     9.4                                                                                                                                                                     0       .2
                                                              9.0                                                                                                                                                                                                                                                                                                                                                                                10.0 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .2
                                                                                                                                                                   9.2




                                                                                         th




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                            23




                                                                                       Pa
                                                    SW                                                                                                                                                                                                                    9.8                                                                          22




                                                                                               w
                                                                                                                                                                                                                                          24




                                                                                                        Flo
                                                                                                                                                                                                                                                                                                                                                                                                    21




                                                                                                                                                                                                                                                                                                        10 .
                                                                                                                                                                                                                                                                                                                                                                                                               20
                                                     9.2




                                                                                                     nd




                                                                                                                                                                                                                                                                                                             00
                                                                                                  rla
              38
                                                              SW




                                                                                               v e
                                                                                        26




                                                                                                              O
                                                    9.2
                                   W




                                                                                                                                                                                                 9.6
                                                                    25
                                       W




                                                                             SW




                                                                                                                                                                                                                                                                                                                                                           10.2
                                                                                                                                                                                                                                                                                                 10.0
                                 37                                                                                                                                                                                                                                         10300
                                             W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        © Place Design Group Pty Ltd A.C.N. 082 370 063
                                                                                  27                     28                                                                                                                                                                                                                                                                                                                                                                                                                                             All information displayed, transmitted or carried within this drawing is
                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        protected by Copyright and Intellectual Property laws.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        The information contained in this document is confidential.
                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Recipients of this document are prohibited from disclosing the information
                                                                                          SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        herein to any person without the written consent of Place Design Group.
                                                                                                                                                                                                                                                                                                                                                                                           UP                                                                                                                                                           Annotated dimensions take precedence over any measures of scale.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.0
                                                                                  9.2
                                                                             9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Verify all dimensions on site prior to construction.




                                                                                                                               9.4
                                                                                               29                  30                                                                                                                                                                                                                                                                                                                                                                                                                                   This drawing may display with permission a combination of specialist and
                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        other consultant(s) input and linework.
                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Nominated specialist and consultant information contained within this
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        document is referenced from their supplied documentation and is
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        contained in this document as indicative only and not for construction or
                                                                                                    SW
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        certification purposes.
                                                                                                                                                                                                                                                                                                                                 10300
                                                                        WW




                                                                                                                                                                                                                                                                                                                                                                                                                                          10.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROJECT
                                             9.2
   DR




                                                                                                                          31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Lot 22 MEDIHUB,
                                                                                                              SW




                                                                                                                                                               10150
                                                                                                     9.2
                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Noosa Business Centre
                                                                                  W
     IVE




                                                                                                                           9.6




                                                                                                                                                      UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CLIENT
                                                                                                                          32
                                                                                          WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Stockwell
                                                                                                                                         9.8




                                                                                                                                        33
                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10.0
                                                                                                                          35       34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTES
                                                                                                 W


                                                                                                              SW



                                                                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.2
                                                                                                     W




                                                                                                                                             SW
                                                                                                          W




                                                                                                                                                                                          36
                                                                                                SW




                                                                                                                                        10.0
                                                                                                               W




                                                                                                                                                                                                        9.8
                                                                                                               W




                                                                                                                                                                       RET
       9.4




                                                                                                                                                      9.8




                                                                              SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           10000
 9.6




                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                          10150
                                                         SW
                                                                                                                                                                         WALL




                                       SW
                                                                                                                    W W



                                                                                                                                9.4




                                                                                                                                                                              RET




                 SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.0
 SW
                                                                                                                                                                                   WALL
                                                                                                                          WW




                                                                                                                                                                                                                                                                                                                  10300
                                                                             9.2




                                                                                                                                                                                      RET




                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                   10.0
                                                                                                                                                                   9.6




                                                                                                                                                                                                                                                                                                                       10.
                                                                                                                                                                                          WALL
                                                                                                                               W
                                                                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                FOR APPROVAL
                                                                                                                                                                                               RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                                                                                    WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022
                                                                                                                                                                             9.6

                                                                                                                                                                                                 WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
                                                                                                              9.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
 SW




                                                                                                                                                                         10
                                                                                                                                                                              .0
                                                                                                                                             W
                                                                                                                                             W




  B
EC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            10
       SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .
                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0




                                                                                                                                                                                                                                                                                                                                                                                                                           10.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                    P
                                                                                                                                                      W




                 EL                                                                                                                                                                                                                                                                                                                                                                                           10150                                                                        S                                                      10.0
                                                                                                                                                                       9.8                                                                                                                                                                                                                                                                                                                              S
       EE




                                                                                                                                                           W
              SW




                 9.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                               W




                                                                                                                                                                                                                                                                                          10150                                                                                                                                                                                                                                   S
                                                                                                                                                                   W
                 EE

                       SW




                                                                                                                                                                                                 10




                                                                                                                                                                                                                                                                                          10150
                                                                                                                                                                        W




                                                                                                                                                                                                     .0
                                                                                                                                                                             W




                                       P
                                 EL




                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
                                                                                                                                                                                                                                          10.2                                                                                              SW
                                                                                                                                                                                                                                                                                                                                                               10.2                                                                                                                                                                                    DRAWING TITLE
                                                                                                                                                                                      W                                                                                                                                                                        SW                 SW                     SW                SW                SW
                                 SW




                                                                                                                                                                                           W

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING TREES PLAN:
                                                                                                                                                                                                        WW                                                            9.8 9.6
                                                                                                                                                                                                                                                             10.




                                                                                                                                                                                                                                                                                                                                           SW
                                                                   9.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SHEET 1
                                                                                                                                                                   9.8




                                                                                                                                                                                                                                                                 0




                                                                                                                                                                                                                                                                 10                                                                                        SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10.0
                                                                                                                                                                                                                    WW
                                                                                                                                                                                                                                                                     .2                                                                                                      SW
                                                                                                                                                                                                                                                         2                                                                                                                                                                                                                                                                                             DESIGN   : EJ
                                                                                                                                                                                                                                                     10.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              H
                                                                                                                                                                                                                                                                                                                                                                                                SW                                                                                                                                                     DOCUMENT : VS




                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                                                  W                                                                                                                                                                                   SW                                                                                                                               PROJECT : 2021032
                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                             .0
                                                                  9.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             44
                                                                                                                                                                                                             10.0




                                                                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                                                                                    10.0
                         SW




                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                               0 .2                                                                                                                                                                                                                     1         0         1        2         3         4         5 metres

                                                                                                                                                                                                                    E         E       E        E        E
                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                     E W E W     E        E        E        E     E        E 1        EE              EE              EES              EES                    EES               EES              EES                      S            S                S            S            S                     SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                               EE                                                                                     W    W                                         B                                                                                                                               EE           EE                                         9.8
                                                                                                                                                  EE
                                                                                                                                                                    EE                                                                                                                                  W W
                                                                                                                                                                                                                                                                                                                      WW
                                                                                                                                                                                                                                                                                                                                  EC                                                                                                                                                               EE           EE           EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW
            SW




                                                                                                                               EE                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2021032- 101                                 03
                                   1.5
                                                                                                          EE                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                    W0   0                                                            W                W                      W            W                W            W            W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                       EE                                                                                                                                                                                                                                                        WW               W           W        W        W                   W
                            EL
                               /                                  EE                                                                                                                                                                                                                                                                                              0 .
                                               EE
                                                                                                                                                                                                                                                                                                                                                               1




                             E
        E E
  W

Section 5

                          SW
                                         9.0                                           .2                 9.2                                                                                                     9.4
                                                                                     9                                                                                  9



                                     SW
                                                                                                                                                                                                                                                                   7                                                                                               4
                                                                                    12                         11                                                                                               9.2                                                                                                            5
                                                                                                                                                                                                                                                                                                                                                                                 10.0                                                                GB1



                                           9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                          10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.2
                                                                                                                                                                                                                                                                        GB1
                                     9 .0                                                                                                                                                                                                                                                                                                                                                                                       10.2
                                                           13
                                                                                                                                                                                                                                                                                                                                                   P1 9.8                                                              P1
                                                                                                                                          9.4                                                                                                                                                  9.8                            9.6
                   9.4



                                                                                                                                                                                                                          9.6                                                       9.4                                                                                                                                                                     0       .2
                                                                 9.0                                                                                                                                                                                                                                                                                                                                                                                 10.0 1                                               REFUSE, REFER TO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .2
                                                                                                                                                                     9.2




                                                                                            th




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10
                                                                                                                                                 P1                                                                                                                                                                                                                                                                                                                                                   ARCHITECT'S DRAWINGS




                                                                                          Pa
                                                      SW
                                                                GB1                                                                                                                                                                                                           9.8




                                                                                                 w
                                                                                     Ac




                                                                                                          Flo




                                                                                                                                                                                                                                                                                                            10 .
                                                        9.2




                                                                                                       nd
                                                                                                                    GB5




                                                                                                                                                                                                                                                                                                                 00
                                                                                                    rla
                                                                                                                                                                                                                                                                                                                                                                                      RAINWATER TANK PAD
                                                                 SW




                                                                                                 v e
                                                                                                            O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               P1
                                                      9.2
                                     W




                                                                                                                                                                                                   9.6
                                         W




                                                                               SW


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     P1




                                                                                                                                                                                                                                                                                                                                                                   10.2
                                                                                                                                                                                                                                                                                                     10.0
                                                                                                                                                                                                                                                                                 10300
                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       © Place Design Group Pty Ltd A.C.N. 082 370 063

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       All information displayed, transmitted or carried within this drawing is
                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       protected by Copyright and Intellectual Property laws.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       The information contained in this document is confidential.
                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Recipients of this document are prohibited from disclosing the information
                                                                                            SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       herein to any person without the written consent of Place Design Group.
                                                                                                                                                                                                                                                                                                                                                                                                   UP                                                                                                                                                                  Annotated dimensions take precedence over any measures of scale.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10.0
                                                                                    9.2
                                                                               9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Verify all dimensions on site prior to construction.




                                                                                                                                9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       This drawing may display with permission a combination of specialist and
                                                                W




                                                                                                                           GB5                                                                                                                                                                                                                                                                                                                                                                                                                                         other consultant(s) input and linework.
                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Nominated specialist and consultant information contained within this
                                                                                                                                                                                                                                                                                                                                                                                                                  P1                                                                                                                                                   document is referenced from their supplied documentation and is
                                                                                                                                                          P1                                                                                                                                                                                                                                                                                                                                                                                                           contained in this document as indicative only and not for construction or
                                                                                                     SW
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       certification purposes.
                                                                                                                                                                                                                                                                                                                                          10300
                                                                          WW




                                                                                                                                                                                                                                                                                                                                                                                                                                              10.2
                                                                                                          GB1                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROJECT
                                               9.2
   DR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Lot 22 MEDIHUB,
                                                                                                            SW




                                                                                                                                                               10150
                                                                                                       9.2
                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Noosa Business Centre
                                                                                    W




                                                                                                                                          ST1
     IVE




                                                                                                                            9.6




                                                                                                                    HR1
                                                                                                                                                     UP
                                                                                                       TGSI                                     TGSI                                                                                                                                                                                                                                                                                                                                                                                                                   CLIENT
                                                                                            WW




                                                                                                          P1
                                                                                                                                                                                                                                                                                                                                                                                                                               GB4                                                                                                                                                              Stockwell
                                                                                                                                          HR1         GB5
                                                                                                                                          9.8
                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NOTES
                                                                                                   W


                                                                                                            SW



                                                                                                                                SW




                                                                                                                                                                                                                                                                                                                                                                                                                               GB4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10.2
                                                                                                       W




                                                                                                                                            SW
                                                                                                           W
                                                                                                  SW




                                                                                                                                    GB1
                                                                                                                                      10.0




                                                                                                                                                                                                                                                                                                                                                                                                                               GB4
                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                  P1
                                                                                                                                                                                                           9.8




                                                                                                                                                                                                                                                         LINE OF BASEMENT                                                                                                                                                                                                                                                                              P1
                                                                                                                                                                                      F1
                                                                                                                W




                                                                                                                                                                       RET
         9.4




                                                                                                                                                     9.8




                                                                                SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10000
 9.6




                                                                                                                                                                                                                                                                                                                                                                                                                               GB4
                                                                                                                    W




                                                                                                                                                                                       GB1                                                                                                                                                                                                                    10150
                                                           SW
                                                                                                                                                                           WALL




                                                                                                                                                               GB3
                                         SW                                                                                                                                                 F1
                                                                                                                     W W




                                                      PROPOSED BIO-BASIN
                                                                                                                                 9.4




                                                                                                                                                                                RET




                                                          REFER TO CIVIL
                   SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10.0
 SW
                                                                                                                                                                                     WALL
                                                                                                                           WW




                                                                                                                                                                                                                                                                                                                          10300
                                                                               9.2




                                                                                                                                                                                                                                                                                                                                                                                                                               GB4
                                                                                                                                                                                                   GB1
                                                                                                                                                                                        RET




                                                                                                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                                    10.0
                                                                                                                                                                     9.6




                                                                                                                                                                                                                                                                                                                               10.
                                                                                                                                                                GB3
                                                                                                                                                                                            WALL




                                                                                                                                                                             GB2
                                                                                                                                W
                                                                                                                                W




                                                                                                                                                                                                          P1                                                                                                                                                                                                                                                                                                                                                                                   FOR APPROVAL
                                                                                                                                                                                                RET




                                                                     EXISTING FOOTPATH                                                                                                                     F1                                                                                                                                                                                                                                                                                                                                                        ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                              TO REMAIN
                                                                                                                                     WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022
                                                                                                                                                                             9.6

                                                                                                                                                                                                   WALL




                                                                                                                                                          GB1                                                                                                                                                                                                                                                                                                                                                                                                        02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
                                                                                                               9.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
    SW




                                                                                                                                                                                                                GB1
                                                                                                                                                                           10
                                                                                                                                                                                .0
                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                              GB4
                                                                                                                                            W




                                                                                                                                                                                      GB3                        F1
E   CB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          10
         SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .
                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                                                                                                                                                                                10.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                      P
                                                                                                                                                     W




                   EL                                                                                                                                                                                                                                                                                                                                                                                             10150                                                                           S                                       P1                     10.0
                                                                                                                                                                       9.8                                                                                                                                                                                                                                                                                                                                      S
         EE




                                                                                                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                  P1
                SW




                   9.6                                                                                                                                                                                                                                                                                           P1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                               W




                                                                                                                                                                                                                                                                                              10150                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                    GB4
                                                                                                                                                                   W
                   EE




                                                                                                                                                                                                                                                                                                                                                                                                                   GB4
                         SW




                                                                                                                                                                                                   10




                                                                                                                                                                                                                                                                                              10150                                                                                                F1
                                                                                                                                                                        W




                                                                                          EXISTING PRAM RAMP                                                                                                                                                                P2                                                P2
                                                                                                                                                                                                      .0




                                                                                                                                                                                                                                                                                                                                                                                     P2
                                                                                                    TO REMAIN                                                                                                                                                                                      GB6                                  GB6
                                                                                                                                                                             W




                                         P                                                                                                                                                                                                                                       F1                                 F1                                   F1
                                   EL




                                                                                                                                                                                                                                                                                                                                                                                                                                                           10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
                                                                                                                                                                                                                      GB1
                                                                                                                                                                                                                                             10.2                                                                                                   SW
                                                                                                                                                                                                                                                                                                                                                                       10.2                                                                                                           BICYCLE RACK                                                                    DRAWING TITLE
                                                                                                                                                                                        W                                                                                                                                                                              SW                 SW                 SW                SW                SW                                   REFER TO ARCHITECT'S DRAWINGS
                                   SW




                                                                                                                                                                                            W
                                                                                                                                                                                                                                                                                                                    GB2
                                                                                                                                                                                                                                        Ac
                                                                                                                                                                                                                                                                                                                                                  GB3                                                                                                                                                                                                                                SURFACES PLAN:
                                                                                                                                                                                                          WW                                                            9.8GB39.6
                                                                                                                                                                                                                                                               10.




                                                                                                                                                                                                                                                                                                                                                   SW
                                                                      9.6                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SHEET 1
                                                                                                                                                                   9.8




                                                                                                                                                                                                                                                                                                                                                               GB1
                                                                                                                                                                                                                                                                   0




                                                                                                                                                                                                                                                                   10                                                                                                                              F1              GB1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.0
                                                                                                                                                                                                                                                                                                                                                                   SW
                                                                                                                                                           BICYCLE RACK                                               WW
                                                                                                                                                                                                                                                                       .2                                     GB3                                                                    SW
                                                                                                                                                                                                                                                          2                                                                                                                                                                                                                                                                                                           DESIGN   : EJ
                                                                                                                                                                                                                                                      10.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NO
                                                                                                                                          REFER TO ARCHITECT'S DRAWINGS                                                                                                                                                                                                                                                                       GB1                                                                                                                                                                                        RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             H
                                                                                                                                                                                                                                                                                                                                                                                                        SW                                                                                                                                                            DOCUMENT : VS




                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW
                                                                                                                                                                                                                                                                                                                                                                                                                                              10
                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                        W                                                      GB1                                                                                         P2                             SW                                                                                                                                          PROJECT : 2021032




                                                                                                                                                                                                                                                                                                                                                                                                                                                 .0
                                                                    9.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            44
                                                                                                                                                                                                               10.0




                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                                                                                                                                         10.0
                          SW




                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                       0 .2                                                                                                                                                                                                                            1         0         1        2         3         4         5 metres

                                                                                                                                                                                                                      E         E        E      E        E
                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                       E W E W        E       E        E        E         E        E 1        EE              EE              EES               EES               EES               EES              EES                      S               S                 S            S                 S                       SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                                EE                                                                                        W    W                                             B                                                                                                                           EE              EE                                           9.8
                                                                                                                                                 EE
                                                                                                                                                                     EE                                                                                                                                     W W
                                                                                                                                                                                                                                                                                                                              WW
                                                                                                                                                                                                                                                                                                                                          EC                                                                                                                                                               EE           EE                EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                SW
              SW




                                                                                                                                EE                                                                                                                                                                                                            W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2021032 - 201                                03
                                     1.5
                                                                                                           EE                                                                                                                                                PROPOSED BIO-BASIN                                                               W
                                                                                                                                                                                                                                                                                                                                                                            W0   0                                                        W                W                      W               W                 W            W                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                        EE                                                                                                                                                                                                                                                               WW               W           W        W        W                W
                              EL
                                 /                                  EE                                                                                                                                                                                           REFER TO CIVIL
                                                                                                                                                                                                                                                                                                                                                                          0 .
                                                 EE
                                                                                                                                                                                                                                                                                                                                                                       1




                               E
          E E
     W

Section 6

                          SW
                                         9.0                                           .2                 9.2                                                                                                        9.4
                                                                                     9                                                                                       9



                                     SW
                                                                                                                                                                                                                                                                     7                                                                                                        4
                                                                                    12                         11BB 9.200                                                                                          9.2                                                                                                                   5
                                                                                                                                                                                                                                                                                                                                                                                                  10.0


                                           9.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                            10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10.2
                                     9 .0                                                                                                                                                                                                                                                                                                                                                                                                         10.2 TB 10.100
                                                           13                                                                                                                                                                                                                                    TB 10.100
                                                                                                                                                                                               TB 10.100                                                                                                                                                           9.8
                                                                                                                                           9.4                                                                                                                                                        9.8                              9.6
                   9.4



                                                                                                                                                                                                                             9.6                                                           9.4                                                                                                                                                                                0       .2
       TB 9.500                         BB 9.000
                                                                9.0                                                                                                                                                                                                                                                                                                                                                                                                    10.0 1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .2
                                                                                                                                                                        9.2




                                                                                            th




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10
                                                                                                                                                                                          FL 10.150




                                                                                                                                                                     FALL
                                                                                          Pa
                                                                                                          TB 10.100
                                                      SW                                                                                                                                                                                                                             9.8




                                                                                                 w
                                                                                     Ac
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BK 10.150




                                                                                                          Flo




                                                                                                                                                                                                                                                                                                                    10 .
                                                       9.2
                                                                                                                                        FALL




                                                                                                       nd




                                                                                                                                                                                                                                                                                                                         00
                                                                                                    rla
                                                                SW




                                                                                                 v e
                                                                                                             O
                                                      9.2



                               TB 9.400
                                     W




                                                                                                                                                                                                      9.6
                                         W




                                                           BB 9.100
                                                                               SW




                                                                                                                                                                                                                                                                                                                                                                              10.2
                                                                                                                                                                                                                                                                                                            10.0
                                                                                                                                                                                                                                                                                       10300
                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           © Place Design Group Pty Ltd A.C.N. 082 370 063

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           All information displayed, transmitted or carried within this drawing is
                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           protected by Copyright and Intellectual Property laws.
                                                                                                                                                                  FL 10.150                                                                                                                                                                                                                                                                                                                                                                                                                The information contained in this document is confidential.
                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Recipients of this document are prohibited from disclosing the information
                                                                                            SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           herein to any person without the written consent of Place Design Group.
                                                                                                                                                                                                                                                                                                                                                                                                                    UP                                                                                                                GL 10.100                                            Annotated dimensions take precedence over any measures of scale.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10.0
                                                                                    9.2
                                                                               9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Verify all dimensions on site prior to construction.




                                                                                                                                 9.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           This drawing may display with permission a combination of specialist and
                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           other consultant(s) input and linework.
                                                                                                                                                             FALL
                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Nominated specialist and consultant information contained within this
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BK 10.150                              document is referenced from their supplied documentation and is
                                                                                                                             TB 10.100                                                                                                                                                                                                                                                                                                                                                                                                                                                     contained in this document as indicative only and not for construction or
                                                                                                     SW
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           certification purposes.
                                                                                                                                                                                                                                                                                                                                                   10300
                                                                          WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                10.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROJECT
                                               9.2




                                                                                                                                                                                                                                                                                                                                                                                                                               FALL
   DR




                                                                                          BB 9.200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Lot 22 MEDIHUB,
                                                                                                             SW




                                                                                                                                                                    10150
                                                                                                       9.2
                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Noosa Business Centre
                                                                                    W
     IVE




                                                                                                                             9.6




                                                                               TB 9.300                                                                        FL 10.150
                                                                                                                                                       UP

                                                                                                          FL 9.400                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CLIENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                GL 10.550
                                                                                            WW




                                                                                FL 9.350                                                                                                                                                                                                                                                                                                                                                         TW 10.600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Stockwell
                                                                                                                                           9.8




                                                                                                                                                                                                                                                                                                                                                                                                                                   FALL
                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                GL 10.550                                                                                                                                 NOTES
                                                                                                                                                                                                                                                                                                                                                                                                                FL 10.150
                                                                                                   W


                                                                                                             SW



                                                                                                                                 SW




                                                                                                                                           TB 10.000                             FALL                                                                                                                                                                                                                                                            TW 10.600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10.2
                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GL 10.100
                                                                                                                                              SW
                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                GL 10.550
                                                                                                  SW




                                                                                                                                        10.0




                                                                                                 BB 9.300
                                                                                                                                                                                                                                                                                                                                                                                                                                                 TW 10.600
                                                                                                                W




                                                                                                                                                                                                             9.8
                                                                                                                 W




                                                                                                                                                                            RET
         9.4




                                                                                                                                                       9.8




                                                                                SW                                                                                                                                                                                                                                                                                                                                                              GL 10.550
                                                                                                                                       TB 10.000                                                                                                                                                                                                                                                                                                                                                                 10000        FL 10.000
 9.6




                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                10150            TW 10.600
                                                           SW
                                                                                                                                                                              WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                   FALL
                                         SW                                                                                                                 BB 9.500
                                                                                                                      W W



                                                                                                                                  9.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BK 10.150
                                                                                                                                                                                   RET




                   SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.0
 SW
                                                                                                                                                                                        WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                GL 10.550
                                                                                                                                                                                                      FALL
                                                                                                                            WW




                                                                                                                                                                                                                                                                                                                                  10300
                                                                               9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                 TW 10.600
                                                                                                                                                                                           RET




                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                       10.0




                                                                                                                BB 9.400                                             GL 9.500
                                                                                                                                                                        9.6




                                                                                                                                                                                                                                                                                                                                         10.
                                                                                                                                                                                               WALL




                                                                                                                                                 TB 10.000
                                                                                                                                 W
                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOR APPROVAL

                                                                                                                                                                                                                                                                                                                                                                                                                                   FALL
                                                                                                                                                                                                   RET




                                                                                                                                                                                                                           FL 10.150                                                                                                                                                                                                                                                                                                                                                     ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                                                                                      WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GL 10.100
                                                                                                                                                                                  9.6

                                                                                                                                                                                                      WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
                                                                                                                                                                                                                                                                                                                                                                                                                FL 10.150
                                                                                                               9.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
 SW




                                                                                                                                                                                 BB 9.500                           FALL                                                                                                                                                                                                                        GL 10.550
                                                                                                                                                                              10
                                                                                                                                                                                   .0
                                                                                                                                            W




                                                                                                                                                                              TB 10.000                                                                                                                                                                                                                                                          TW 10.600
                                                                                                                                             W




  B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BK 10.150
EC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10
         SW




                                                                                                                                     BB 9.600                                                                                                                                                                                                                                                                                                                                                                                                                      .
                                                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                      P
                                                                                                                                                       W




                   EL
                                                                                                                                                                                                                                   FL 10.150
                                                                                                                                                                                                                                                                                                                                                                                                                                   10150                                                                         S                                                                   10.0
                                                                                                                                                                            9.8                                                                                                                                                                                                                                                                                                                                                 S
         EE




                                                                                                                                                              W
                SW




                   9.6                                                                                                                                                                           TB 10.100                                                                                                                         FL 10.150                                                                                                                                                                                                    S
                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                     10150                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                                                                                                                                  FL 10.150
                                                                                                                                                                       W




                                                                                                                                                                                                                                                                                                                                         GL 10.100
                   EE

                         SW




                                                                                                                                                                                                      10




                                                                                                                                                                                                                                                                                                     10150                                                                          FALL
                                                                                                                                                                                                                                                                              FALL
                                                                                                                                                                             W




                                                                                                                                                               BB 9.800
                                                                                                                                                                                                         .0
                                                                                                                                                                                  W




                                         P
                                   EL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
                                                                                                                                                                                                                                                10.2                                                                                                            SW
                                                                                                                                                                                                                                                                                                                                                                                   10.2                                                                                                                                                                                                   DRAWING TITLE
                                                                                                                                                                                           W                                                                                                                                                                                       SW                      SW                 SW                SW                 SW
                                   SW




                                                                                                                                                                                               W                                                                               BB 9.500                                       GL 9.500
                                                                                                                                                                                                                                           Ac
                                                                                                                                                                                                                                                        TB 10.100
                                                                                                                                                                                                                                                                                                                                                                         TB 10.100
                                                                                                                                                                                                                                                                                                                                                                                                      FALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         GRADING PLAN:
                                                                                                                                                                                                             WW                                                           9.8 9.6                                                                                                    GL 10.100
                                                                                                                                                                                                                                                                 10.




                                                                                                                                                                                                                                                                                                                                                              SW
                                                                     9.6                                                                                                                                                                                                                                                                                    BB 9.500                                                                  FALL                      GL 10.100                                                                                                                                   SHEET 1
                                                                                                                                                                       9.8




                                                                                                                                                                                                                                                                     0




                                                                                                                                                                                                                                                                                                         BB 9.500
                                                                                                                                                                                                                                                                     10                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10.0
                                                                                                                                                                                                                           WW
                                                                                                                                                                                                                                                                         .2                                                                                                                           SW
                                                                                                                                                                                                                                                             2                                                                                                                                                                                                                                                                                                                            DESIGN   : EJ
                                                                                                                                                                                                                                                         10.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                                                                                                                                                                                                         SW                                                                                                                                                               DOCUMENT : VS
                                                                                                                                                                                                                                                                                                                                                                                                                                      FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                10
                                                                                                                                                                                                                                       W                                                         TB 10.100                                                                                                                                 SW                                                                                                                                             PROJECT : 2021032
                                                                                                                                                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                    9.6




                                                                                                                                                                                                                                                                                                                                                                                                                              FL 10.050                                                                                                                                         44
                                                                                                                                                                                                                  10.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                                                                                                          10.0
                          SW




                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                 0 .2                                                                                                                                                                                                                                      1         0         1        2         3         4         5 metres

                                                                                                                                                                                                                         E         E        E      E        E
                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                         E W E W            E        E         E        E          E         E 1        EE               EE                   EES                EES               EES               EES               EES                      S            S                S                S                     S                     SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                                   EE                                                                                            W    W                                                B                                                                                                                                   EE           EE                                                  9.8
                                                                                                                                                   EE
                                                                                                                                                                            EE                                                                                                                                      W W
                                                                                                                                                                                                                                                                                                                                       WW
                                                                                                                                                                                                                                                                                                                                                    EC                                                                                                                                                                   EE               EE                    EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW
              SW




                                                                                                                                 EE                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2021032 - 301                                03
                                     1.5
                                                                                                            EE                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                             W0   0                                                         W                W                      W            W                W                W                     W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                        EE                                                                                                                                                                                                                                                                             WW             W                W        W        W                W
                              EL
                                 /                                  EE                                                                                                                                                                                                                                                                                                                     0 .
                                                 EE
                                                                                                                                                                                                                                                                                                                                                                                  1




                               E
          E E
  W

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