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16-02-23 Noosa Council Ltr

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MPN CONSULTING PTY LIMITED
STRUCTURAL AND CIVIL ENGINEERS

Level 5, 39 Sherwood Road, Toowong, Qld, 4066
P O Box 328, Toowong, Qld, 4066

Phone 61 7 3335 4555
Email [email protected]
Web   www.mpnc.net.au
ABN     39 062 191 799

                                                                                                         File: 8662

16 February 2023


Noosa Shire Council
PO Box 141
Tewantin QLD 4565

Dear Sir/Madam

RE:     OPW22/0303- NOOSA CIVIC 26 EENIE CREEK RD NOOSAVILLE
        LOT 22 SP 322201
        REQUEST FOR INFORMATION RESPONSE

Please find below responses to Council’s Request For Information dated 17 January 2023.

        Issue
        The landscape Plans do not provide sufficient detail to satisfy Council with regard to a
        landscape design capable of achieving the necessary vertical scale, species diversity and
        longevity to provide screening / buffering of the built form when viewed from the street,
        designed such that a minimum 30% of the built form will be screened/buffered at maturity.

        Information Required
        1. Provide revised landscape plans that incorporate the following:
        a. Landscape species palette that utilises a larger range of trees, shrubs and ground
        covers identified within the PSP2- Landscape. The species should include all levels,
        i.e. understorey, mid and upper storey to ensure screening of the development when
        viewed from all boundaries.
        b. Landscape design that utilises random set out for the planting arrangement, with no
        block planting of a single species.
        c. Incorporation of trees within the frontage landscape to assist in scaling the bulk of
        the building. It is suggested smaller open form Corymbia tessellaris be utilised
        throughout the landscape at 5 metre centres.


Response:
The Landscape planting plans have been updated to reflect the nominated plant species (native palette)
to provide a range of heights and screening to the building on each interface. 5 additional trees have
been added to the basin batters and the road frontages as per the agreed direction. The planting plan
has adopted a more random set out arrangement.




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Excellence with Economy in Engineering                                                      Approved
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Section 2

 16 February 2023




        Issue
        Bioretention basin plant species selection

        Information Required
        2. Provide revised landscape plans that incorporate specific bioretention basin planting
        schedule for both the base and batters of the device. The bioretention basin must
        incorporate a random set out of the following species:
        Base - 8 Plants per m2
        a. 80% Lomandra hystrix
        b. 10% Juncus usitatus
        c. 10% Ficinia nodosa
        Batter – 3 Plants per m2
        a. Lomandra hystrix
        b. Juncus usitatus
        c. Ficinia nodosa
        d. Melaleuca thymifolia
        e. Austromyrtus dulcis
        f. Banksia robur
        g. Callistemon viminalis
        h. Melaleuca quinquenervia

Response:
Basins and batters have been amended to reflect the nominated species and densities.

        Issue
        Species selection within conveyance channel adjacent the northern Vegetation Protection
        Covenant.

        Information Required
        3. Provide revised landscape plans that incorporates rehabilitation of the conveyance
        channel north of the building that incorporates the following species planted at 8 plants
        per m2:
        a. 80% Lomandra hystrix
        b. 10% Juncus usitatus
        c. 10% Ficinia nodosa

Response:
Both drainage swales have been revised to include the nominated species.




 Excellence with Economy in Engineering                                                             2
 https://mpncnetau.sharepoint.com/sites/administration/shared documents/8000-
 8999/8600-8699/8662/letter/16-02-23 noosa council ltr.docx

Section 3

 16 February 2023




        Issue
        The application requires the removal of native vegetation along the edge of the vegetation
        protection covenant. The application material has not been accompanied by a fauna
        management plan.

        Information Required
        4. Provided a fauna management plan prepared by a suitably qualified and experienced
        ecologist to direct the clearing of vegetation on the site and the protection of fauna during
        site clearing.


Response:
Fauna Management plan has been appended to this response.

        Issue
        Performance Outcome PO3 of the Landscape Code requires a minimum of 2 street trees per
        lot or every 8m of frontage, whichever is greater. The Landscape Concept Plan is not clear on
        whether street trees have been included.

        Information Required
        5. Amend the Landscape Plan to include streets in accordance with the requirements of
        PO3 of the Landscape Code.

Response:
3 trees have been added between the footpath and building as per agreement. No trees have been
added to the verge due to the verge width (max. 1m) and sightlines to roundabout.

        Issue
        The application includes the removal of vegetation within councils road reserve adjacent the
        north western corner of the site.

        Information Required
        6. Amend the Landscape Plan to include refurbishment of council verges between the kerb
        and property boundary to complement the local environment and assist in providing
        shade and/or visual amenity to pedestrian pathways. This is to be achieved through a
        low maintenance coastal planting palette consisting of trees and tufting grasses

Response:
Low planting has been included in the verge between the kerb and footpath.




 Excellence with Economy in Engineering                                                                 3
 https://mpncnetau.sharepoint.com/sites/administration/shared documents/8000-
 8999/8600-8699/8662/letter/16-02-23 noosa council ltr.docx

Section 4

 16 February 2023




        Issue
        Compliance with higher-order conditions of approval
        Information Request
        7. Provide the following information required by higher-order conditions:
        a. Provide an updated maintenance manual required by condition 58 which addresses
        the rainwater tanks and reticulation system and the basement pump out, not just the
        bioretention basins.
        b. Provide updated landscape plans which include details of the educational signage
        required by Condition 59.
        c. Provide updated engineering plans which show the location and size of the rainwater
        tanks required by condition 62(c). Include details of how sizing has been determined
        based on the reuse demand of the area to be irrigated.

Response:
The maintenance manual has been updated to include the maintenance requirements of the rainwater
tanks. No basement pump out is required for the stormwater treatment system as per the revised
stormwater design. All stormwater gravity drains to the external stormwater drainage system as
required by the conditions of the higher order approval.
The basement pump out system for any water that drops off cars will be as per the hydraulic designs
(appended to this response) with the maintenance requirements as per the maintenance manuals
provided by the pump supplier. These manuals will be provided to the building owner and facilities
manager following construction installation.

The educational signage has now been provided on the revised Landscape plans by Place.

The location and size of the rainwater tank has been provided on the amended Civil plans by MPN. The
tank has been sized at 5kL as noted within the development application documents. No irrigation system
will be provided on site as the landscape design has provided for drought tolerant low maintenance
species. The rainwater tank will be used for basement and pavement washdown purposes.

        Issue
        A change to the associated higher order approval (MCU22/0038) is currently being assessed
        by Council.
        Information Required
        8. Provide additional comment to demonstrate that the proposed works will be in
        accordance with the changed higher order approval.

Response:
The currently documented operational works package including the extents of earthworks/ basement
excavation and civil works are generally in accordance with both the higher order approval (MCU22/0038)
and the Request for Minor Modification to this higher order approval that is currently before Council .




 Excellence with Economy in Engineering                                                             4
 https://mpncnetau.sharepoint.com/sites/administration/shared documents/8000-
 8999/8600-8699/8662/letter/16-02-23 noosa council ltr.docx

Section 5

  16 February 2023




         Issue
         The submitted material does not include sufficient detail on the proposed construction
         methodology for the construction of the excavation and the basement retaining structures

         9. Provide additional detail on the proposed construction methodology for the construction
         of the excavation and the basement retaining structures. Please note that the works
         must not impact on any adjoining infrastructure, buildings or vegetation. All retaining
         works and anchors systems, both above and below ground, both temporary or
         permanent, must be wholly contained within the subject site.

Response:
Please refer attached construction methodology for the basement excavation and retaining by
Stockwell Design and Construction.


Should you require further information or clarification on any items within this request for information
response please feel free to contact the undersigned.

Yours faithfully




Lachlan Stephenson
For and on behalf of
MPN CONSULTING PTY LIMITED
ls:ls




  Excellence with Economy in Engineering                                                              5
  https://mpncnetau.sharepoint.com/sites/administration/shared documents/8000-
  8999/8600-8699/8662/letter/16-02-23 noosa council ltr.docx

Section 6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .09
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GENERAL SPECIFICATIONS                               2021032 - 001
     39                                                  25                  26
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                     38                                                                                                                                                                                                                                                                                                                                                                                                                                                        FINISHES SCHEDULE AND LEGENDS                        2021032 - 002
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                                                                                                                                                                                                                                                                                                                                                                                                                                        NOT TO SCALE




                                                                                                                                                                                                                                                                  LOT 22 MEDIHUB, Noosa Bussines Centre                                                                                                                                                                                       STOCKWELL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT NUMBER : 2021032                DATE           : 15.02.2023
                                                                                                                                                                                                                                                                           OPERATIONAL WORKS DRAWINGS                                                                                                                                                                                         DRAWING NUMBER : 2021032 - 000          REVISION : 06

Section 7

    ·



    ·

·

·   ·




·
    ·


          © 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
        04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023


        06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023
·
    ·

·   ·

    ·
·
    ·


·
    ·
·       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                                06

Section 8

FINISHES SCHEDULE

NO.   ITEM                                DESCRIPTION                   SPECIFICATION                                                                                       SUPPLIER                                                                                               minimise pollution of our waterways by filtering excess nutrients.
1     HARDSCAPE                                                                                                                                                                                            2        SOFTSCAPE

1.1   P1 - Pavement Type 1                Exposed Aggregate             Colour: CCS’Snow’ with off white cement                                                     Concrete Colour System                 2.1      Garden Bed Type 1                  Deep planting areas in      PREP                                                                                        Nominated by contractor to
             P1                                                         Aggregate: Hytec ‘Kimberley’                                                                https://concretecoloursystems.com.au                                               natural ground              Excavate gardenbed areas 300mm deep and turf areas 150mm deep into                          be approved by
                                                                                                                                                                                                                            GB1
                                                                        Grade: Pedestrian Grade, refer engineering drawings.                                        1800 077 744                                                                                                   existing ground. Cultivate subgrade 150mm.                                                  superintendent.
                                                                        Finish: Surface set retardant ‘CCS Pro Xpose - 0.5mm’ to produce light-wash exposed                                                                                                                        TOPSOIL
                                                                        finish. Class 2 finish.                                                                                                                                                                                    Backfill garden areas 300mm - mounding in center with MRTS 16 topsoil.
                                                                        Joints: Sikaflex Pro to all sealed concrete joints. Colour to match adjoining concrete                                                                                                                     Refer to details.
                                                                        pavement                                                                                                                                                                                                   Provide soil testing results for topsoil and certification to landscape architect.
                                                                        Sealant: x2 coats of CCS streetscape sealant to manufacturer’s specification                                                                                                                               MULCH
                                                                        Slip Resistance: Finishes to achieve ‘Class V’ as defined in AS/NZS 4586:1999.                                                                                                                             Refer to Detail. Type: Tea Tree Mulch. Install 100mm deep settled to all
                                                                        Joints, Reinforcement & Thickness: Refer engineering drawings and LIM. Min. 125mm                                                                                                                          garden bed areas. Ensure mulch is kept 50mm clear of plant stems.
                                                                        thick.
                                                                                                                                                                                                           2.2      Garden Bed Type 2                  Bio-basin planting          FILTRATION MEDIA                                                                            Nominated by contractor to             © Place Design Group Pty Ltd A.C.N. 082 370 063
                                                                        Supply and installation of exposed aggregate plain grey concrete including preparation
                                                                                                                                                                                                                            GB2                                                    Per Civil Engineer                                                                          be approved by                         All information displayed, transmitted or carried within this drawing is
                                                                        of sub grade, jointing and sealing to the specifications, details and drawings provided.
                                                                                                                                                                                                                                                                                   STABILISTATION MATTING                                                                      superintendent.                        protected by Copyright and Intellectual Property laws.
                                                                                                                                                                                                                                                                                                                                                                                                                      The information contained in this document is confidential.
                                                                        General Notes:                                                                                                                                                                                             Coir mesh open weave matting. +450 gsm                                                                                             Recipients of this document are prohibited from disclosing the information
                                                                                                                                                                                                                                                                                                                                                                                                                      herein to any person without the written consent of Place Design Group.
                                                                        1)        Concrete thickness, strength, reinforcement, jointing as per Civil & Structural                                                                                                                  MULCH                                                                                                                              Annotated dimensions take precedence over any measures of scale.
                                                                        Engineering drawings and LIM.                                                                                                                                                                              Type: Sugar Cane Mulch. Install 50mm deep settled to all basin areas.                                                              Verify all dimensions on site prior to construction.
                                                                                                                                                                                                                                                                                                                                                                                                                      This drawing may display with permission a combination of specialist and
                                                                        2)        Subgrade and subbase details and specifications as per Engineering drawings                                                                                                                      Ensure mulch is kept 50mm clear of plant stems.                                                                                    other consultant(s) input and linework.
                                                                                                                                                                                                                                                                                                                                                                                                                      Nominated specialist and consultant information contained within this
                                                                        & LIM.                                                                                                                                                                                                                                                                                                                                        document is referenced from their supplied documentation and is
                                                                        3)        Expansion and contraction joints must provide a flush finish. All adjoinign                                              2.3      Garden Bed Type 3                  Bio-basin batter planting   TOPSOIL                                                                                     Nominated by contractor to             contained in this document as indicative only and not for construction or
                                                                                                                                                                                                                                                                                                                                                                                                                      certification purposes.
                                                                        surfaces and panels to be < 3mm tollerance.                                                                                                         GB3                                                    200mm depth ameliorated site topsoil. Refer to details.                                     be approved by
                                                                        4)        Coordinate service pits in pathways. All pits to have adjacent pavement infil.                                                                                                                   Provide soil testing results for topsoil and certification to Landscape                     superintendent.                       PROJECT
                                                                        Pits to be < 3mm tollerance from adjacent surfaces.                                                                                                                                                        Architect.
                                                                        5)        All paths terminate in a manner that ensures smooth trasnition to existing and                                                                                                                   STABILISTATION MATTING
                                                                        adjacent propsed surfaces for public safety.                                                                                                                                                               Coir mesh open weave matting. +450 gsm
                                                                                                                                                                                                                                                                                                                                                                                                                               Lot 22 MEDIHUB,
                                                                        6)        Ensure a min. 500mm offset from path to any obsticle (excludes softscape).
                                                                        7)        Be designed and constructed to comply with the Disability Discrimination Act
                                                                                                                                                                                                                                                                                   MULCH                                                                                                                                     Noosa Business Centre
                                                                                                                                                                                                                                                                                   Refer to Detail. Type: Forest Mulch. Install 100mm deep settled to all
                                                                        (DDA), Access to Premises Standard, Austroads and relevant sections of AS 1428,                                                                                                                            batter areas. Ensure mulch is kept 50mm clear of plant stems
                                                                        Design for access and mobility.                                                                                                                                                                                                                                                                                                               CLIENT
                                                                        8)        1sqm sample on site to be provide for Landscape Architects approval prior to
                                                                                                                                                                                                           2.4      Garden Bed Type 4                  Raised planters             Waterproofing: Sika Samafil                                                                 Nominated by contractor to
                                                                        install. Sample can form part of final works.
                                                                        9)        Pavement works to be coordinated with other furniture (ie. TGSI, bench, etc.)                                                             GB4                                                    Waterproof Protection: Corflute or Tremboard                                                be approved by
                                                                                                                                                                                                                                                                                                                                                                               superintendent.
                                                                                                                                                                                                                                                                                                                                                                                                                                               Stockwell
                                                                        and infrastructure footings.                                                                                                                                                                               Drainage Cell: Atlantis 80020P 20mm Flo-Cell
                                                                                                                                                                                                                                                                                   Geofabric: Bidim A1 1:1004 nonwoven geofabric
                                                                        REFER SUNSHINE COAST COUNCIL LIM DETAIL: PTT 01 & IPWEA DETAIL: RS -                                                                                                                                       Topsoil: Hydrocell 40 Podium Mix                                                                                                  NOTES
                                                                        065                                                                                                                                                                                                        Mulch: Tea Tree Mulch
                                                                                                                                                                                                                                                                                   Planter wall: 450mm High Rendered 140 series blockwork wall

1.2    Pavement Type 2                    Concrete path                 Type: Plain Grey Concrete or as specified by Architect.                                     Nominated by contractor to
             P2                                                         Size: Minimum 175mm depth. Refer to Engineer's drawings & specification.                    be approved by
                                                                        Reinforcing: Refer to Engineer's drawings.                                                  superintendent.
                                                                        Concrete Strength: Refer to Engineer's drawings.
                                                                                                                                                                                                           2.5      Garden Bed Type 5                  Raised planters             Quatro planter box                                                                          Quatro Design
1.3    Pavement Type 3                    Feature pavement              Chelmstone ‘Pearl’ 600 x 400 x 40mm. Honed minimum P4 slip rating                           Chelmstone                                              GB5                                                    2000 TROUGH (400 Series)                                                                    https://quatrodesign.com.au/
                                                                                                                                                                    https://www.chelmstone.com.au/                                                                                 Colour: Concrete Grey                                                                       products/planter-boxes/400-series/
             P3
                                                                                                                                                                    (07) 279 3177                                                                                                                                                                                              #400-series-2000-trough-planter

       Tactile Ground Surface Indicator   Tactile Pavers                Material: CobbleTac Porcelain - warning tile                                                SETON Australia                                                                                                                                                                                            02 6672 1190
1.4
             TGSI                                                       Colour: Grey                                                                                1800 531 492
                                                                        Dimensions: 300x300x17mm
                                                                        Grout & Adhesive: Laticrete
                                                                                                                                                                                                                 EXISTING TREES LEGEND                                              SURFACE FINISHES LEGEND                                                             BIOBASIN PLANTING LEGEND
1.5   Stair Type 1                                                      Material: To match Pavement Type 1                                                                                                                                                                                          P1 - PAVING TYPE 1                                                         BIO-BASIN INTERNAL BATTER
                                                                        Dimensions: 150mm high riser; 300mm wide tread                                                                                                                                                                   P1         REFER TO FINISHES SCHEDULE                                                 AREA: 46 m²
             ST1
                                                                                                                                                                                                                                              EXISTING TREE TO BE
1.6   HR1 -Handrail Type 1                Stainless Steel Handrail      Material: Marine grade 316 stainless steel                                                  Nominated by contractor to                                                                                                      P2 - PAVING TYPE 2
                                                                                                                                                                                                                               No.            REMOVED
             HR1                                                        Finish: Brushed                                                                             be approved by                                                                                                                  REFER TO FINISHES SCHEDULE                                                 BIO-BASIN INTERNAL PLANTING
                                                                                                                                                                                                                                                                                         P2
                                                                        Colour: N/A                                                                                 superintendent.                                                                                                                                                                                            AREA: 44 m²                                                  FOR APPROVAL
                                                                        Dimensions: 900mm Ht, 50mm Ø
                                                                        Fixing: Stainless steel fixings                                                                                                                                                                                             P3 - PAVING TYPE 3
                                                                                                                                                                                                                                                                                         P3         REFER TO FINISHES SCHEDULE                                                                                      ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE

1.7   Furniture Type 1                    Timber seat on concrete       Size: 450mm high 715mm wide (Length Varies)                                                 Nominated by contractor to                                                                                                                                                                                                                      01       CA      COUNCIL APPROVAL                PA    EJ    14/11/2022

                                                                                                                                                                    be approved by                                                            EXISTING TREE TO BE                                                                                                                                                   02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
             F1                           base                          Concrete Base: Color TBC, Structure to refer to engineer's drawings.
                                                                                                                                                                    superintendent.                                                           RETAINED                                              TGSI - TACTILE GROUND SURFACE                                                                                   03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
                                                                        Seat Top, Front and Back Rest: 40mm X 40mm Timber                                                                                                   No.                                                        TGSI
                                                                        Battens to be fixed with 8G 40mm GAL screws.                                                                                                                                                                                INDICATOR REFER TO FINISHES                                                                                     04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023

                                                                        Note: all timber sizes to be dressed allround. Protection: oiled with cutek                                                                                                                                                 SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                    06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023
                                                                        extreme cd 50
                                                                                                                                                                                                                                                                                          ST1       ST1 - STAIR TYPE 1
                                                                                                                                                                                                                                                                                                    REFER TO FINISHES
                                                                        Refer to details.
                                                                                                                                                                                                                 LEVELS LEGEND                                                                      SCHEDULE
1.8   Education Sign Type 1               Bioretention Education Sign   Material: HWD DAR Timber bollard, Protection: oiled with cutek extreme cd                   Nominated by contractor to
                                                                                                                                                                                                                   FL 00.000         FL - FINISHED LEVEL                                            HR1 - HANDRAIL TYPE 1
                                                                        50 with aluminium plate with text. Bollard dimensions: 1200 above                           be approved by                                                                                                        HR1
             ES1                                                                                                                                                                                                                                                                                    REFER TO FINISHES
                                                                        Gx75x300mm. Plate dimension: 275w x400mm 3mm thick aliminium                                superintendent.                                GL 00.000         GL - FINISHED GARDEN LEVEL                                     SCHEDULE
                                                                                                                                                                                                                   TW 00.000         TW - TOP OF WALL LEVEL
                                                                        Proposed text: This Stormwater device is known as a bioretention basin
                                                                                                                                                                                                                   TB 00.000                                                                        F1 - FURNITURE TYPE 1
                                                                        forms part of your local stormwater management system. It is designed to                                                                                     TB - TOP OF BATTER                                   F1        REFER TO FINISHES
                                                                        minimise pollution of our waterways by filtering excess nutrients.                                                                         BB 00.000         BB - BOTTOM OF BATTER                                          SCHEDULE
                                                                                                                                                                                                                   BK 00.000         BK - BACK OF KERB LEVEL                                        GB1 - GARDEN BED TYPE 1
                                                                                                                                                                                                                                                                                        GB1         REFER TO FINISHES SCHEDULE
                                                                                                                                                                                                                    FALL             FALLS TO DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                    PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction

                                                                                                                                                                                                                      0.0            EXISTING CONTOUR LINES                                                                                                                                                          DRAWING TITLE
                                                                                                                                                                                                                                                                                                    GB2 - GARDEN BED TYPE 2
                                                                                                                                                                                                                      0.0            PROPOSED CONTOUR LINES                             GB2         REFER TO FINISHES SCHEDULE

                                                                                                                                                                                                                                     SWALES
                                                                                                                                                                                                                                                                                                                                                                                                                      FINISHES SCHEDULE AND
                                                                                                                                                                                                                                                                                                    GB3 - GARDEN BED TYPE 3                                                                                                  LEGENDS
                                                                                                                                                                                                                 NOTE:
                                                                                                                                                                                                                                                                                        GB3         REFER TO FINISHES SCHEDULE
                                                                                                                                                                                                                 SL REFERS TO SURFACE SLAB LEVEL AS PER THE
                                                                                                                                                                                                                 ARCHITECTURAL / ENGINEERS DRAWINGS.                                                                                                                                                                 DESIGN   : EJ                                                   NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H
                                                                                                                                                                                                                 FL WHERE SHOWN ON LANDSCAPE DRAWINGS REFERS TO                                                                                                                                                      DOCUMENT : VS
                                                                                                                                                                                                                 FINISHED FLOOR LEVEL.                                                              GB4 - GARDEN BED TYPE 4
                                                                                                                                                                                                                                                                                        GB4         REFER TO FINISHES SCHEDULE                                                                                       PROJECT : 2021032
                                                                                                                                                                                                                 ALL TOP OF SOIL LEVELS SHALL BE 50MM BELOW ADJACENT
                                                                                                                                                                                                                 FLOOR LEVELS, KERBS, SEATS AND WALLS, UNLESS SHOWN
                                                                                                                                                                                                                 OTHERWISE.
                                                                                                                                                                                                                                                                                                    GB5 - GARDEN BED TYPE 5
                                                                                                                                                                                                                                                                                        GB5         REFER TO FINISHES SCHEDULE
                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWING NUMBER                                REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                      2021032 - 002                                06

Section 9

PLANTING SCHEDULE
SYMBOL     CODEGENUS / SPECIES - COMMON NAME                    SIZE    QUANTITY   NOTES

TREES
     Ac    ANG cos   ANGOPHORA costata                          100L    2
     Ct    COR tes   CORYMBIA tessellaris                       100L    3
     Mq
           MEL qui   Melaleuca quinquenervia                    45L     2


SHRUBS
     Ad    AUS dul   AUSTROMYRTUS dulcis                        300mm   56
    Br     BAN rob   BANKSIA robur                              300mm   6
    Bo
           BAN obl   BANKSIA oblongifolia                       300mm   19                   © Place Design Group Pty Ltd A.C.N. 082 370 063

    Cv                                                                                       All information displayed, transmitted or carried within this drawing is
           CAL vim   CALLISTEM viminalis                        300mm   10                   protected by Copyright and Intellectual Property laws.
                                                                                             The information contained in this document is confidential.
    Gs                                                                                       Recipients of this document are prohibited from disclosing the information
           GRE rg    GREVILLEA sp ‘Robyn Gordon’ or ‘superb’    300mm   14                   herein to any person without the written consent of Place Design Group.
                                                                                             Annotated dimensions take precedence over any measures of scale.
    Hv                                                                                       Verify all dimensions on site prior to construction.
           HAR vio   HARDENBERGIA violacea                      300mm   23                   This drawing may display with permission a combination of specialist and
                                                                                             other consultant(s) input and linework.
    Mt                                                                                       Nominated specialist and consultant information contained within this
           MEL thy   MELALEUCA thymifolia                       300mm   31                   document is referenced from their supplied documentation and is
                                                                                             contained in this document as indicative only and not for construction or
    Ma     MEL aff   MELASTOMA affine                           300mm   4                    certification purposes.


                                                                                            PROJECT

                                                                                                      Lot 22 MEDIHUB,
CLIMBERS
                                                                                                    Noosa Business Centre
    Ca     CIS ant   CISSUS antarctica                          140mm   37
                                                                                             CLIENT
    Pj     PAN jas   Pandorea jasminoides                       140mm   4

                                                                                                                      Stockwell
GROUNDCOVERS + GRASSES
                                                                                            NOTES

           AUS dul   AUSTROMYRTUS dulcis                        140mm   61         3/m2

           FIC nod   FICINIA nodosa                             140mm   76         3/m2

           HIB sca   HIBBERTIA scandens                         140mm   207        3/m2

           HAR vio   HARDENBERGIA violacea                      140mm   117        3/m2

           JUN usi   JUNCUS usitatus - Common Rush              Tube    118        4/m2

           LOM lon   LOMANDRA longifolia                        Tube    195        4/m2

           LOM hys   LOMANDRA hystrix                           Tube    759        4/m2

           LOM ver   LOMANDRA longifolia 'Verday'               Tube    319        4/m2

           PLA lan   PLATYSACE lanceolata - shrubby platysace   140mm   84         3/m2

           MYO ell   MYOPORUM ellipticum - Coastal Boobialla    140mm   193        6/m2




                                                                                                                   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
                                                                                           04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023


                                                                                           06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023




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

                                                                                            DRAWING TITLE



                                                                                                   PLANTING SCHEDULE

                                                                                            DESIGN   : EJ                                                   NO
                                                                                                                                                               RT
                                                                                                                                                                  H
                                                                                            DOCUMENT : VS
                                                                                            PROJECT : 2021032




                                                                                            DRAWING NUMBER                                REVISION
                                                                                             2021032 - 002                                06

Section 10

                                                                                                                                                                               10


                                                                                                                                                                                                     8                                                             7                   6                                                               4                 3
                                                                          12                        11                                                           9                                                                                                                                                     5                                                                                                                 2
                                    9.0                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                                                                                    9.2                                                                    9
                                                                                                                                                                                                                      9.4                                                7                                                                                  4
                                                                                                                                                                                                                                                                                                                           5
                                                                               12                           11                                                                                                      9.2                                                                                                                                                      10.0                                                       UP




                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1 0.2
                                                      13

                                                                                                                                             9.4                                                                                                                                               9.8
                  9.4



                                                   13
                                                                                                                                                                                                                            9.6                                                                                                                                                                                                                                        10.2
                                                                                                                                                                                                                                                                   23
                                                                                                                                                                                                                                                                                                                                                       22
                                                                                                                                                                                                                                             24
                                                                                                                                                                                                                                                                                                                                                                                                         21           20
                                                                                                                                                                                                                                                      23                                                                                  22
                                                   9.2
                                                                                                                                                                                                                            24                                                                                                                                                    21                                   20

             38

                                                           25                        26
                                                                                    26
                                                  9.2




        38
                                W




                                                                 25
                                    W




             37
                               37
                                          W




                                                                               27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 © Place Design Group Pty Ltd A.C.N. 082 370 063
                                                                               27                   28
                                                                                                    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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  herein to any person without the written consent of Place Design Group.
                                                                                                                                                                                                                                                                                                                                                                                                UP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Annotated dimensions take precedence over any measures of scale.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10.0
                                                                                               29
                                                                          9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Verify all dimensions on site prior to construction.
                                                                                              29                 3030                                                                                                                                                                                                                                                                                                                                                                                                                                             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
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  certification purposes.
                                                                     WW




                                                                                                                           31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROJECT
   D




                                                                                                                          31                                     10150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Lot 22 MEDIHUB,
       RIV




                                                                               W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Noosa Business Centre
                                                                               W




                                                                                                                           9.6




                                                                                                                    32                                  UP                                                                  10300
          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CLIENT
                                                                                                                          32                                                    33                                                  UP
                                                                                    WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Stockwell
                                                                                                                                             9.8




                                                                                                                                         33
                                                                                              W




                                                                                         35                               35        34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NOTES
                                                                                               W


                                                                                                         SW



                                                                                                                                SW




                                                                                                                                                                                                                                                                         10300                                                                 10300
                                                                                                                               34
                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                   10150
                                                                                                                                               SW
                                                                                                        W




                                                                                                                                                                                             36
                                                                                               SW




                                                                                                                                         10.0
                                                                                                            W




                                                                                                                                                                              36
                                                                                                                W




                                                                                                                                                                          RET
                                                                                                                                                        9.8




                                                                           SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10000
                                                                                                                 W




                                                        SW
                                                                                                                                                                            WALL




                                    SW
                                                                                                                    W W



                                                                                                                                    9.4




                                                                                                                                                                                    RET




                 SW

 SW
                                                                                                                                                                                      WALL
                                                                                                                          WW




                                                                                                                                                                                                                                                                                                                   10300
                                                                                                                                                                                          RET




                                                                                                                                                                                                            10150
                                                                                                                                                                                              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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
 SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023
                                                                                                                                                                           10
                                                                                                                                                                                 .0
                                                                                                                                              W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023
                                                                                                                                               W




   B
EC
       SW




                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                    P
                                                                                                                                                        W




                 EL                                                                                                                                                                                                                                                                                                                                                                                                             10150                                                                         S

                                                                                                                                                                          9.8                                                                                                                                                                                                                                                                                                                                         S
       E




                                                                                                                                                             W
             SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  S
                                                                                                                                                                  W




                                                                                                                                                                                                                                                                                                       10150                                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                                                                                                                                                                    UP
                                                                                                                                                                      W
                 E

                      SW




                                                                                                                                                                                                     10




                                                                                                                                                                                                                                                                                               10150
                                                                                                                                                                           W




                                                                                                                                                                                                        .0
                                                                                                                                                                                W




                                    P
                               EL                                                                                                                                                                                                            10.2                                                                                                               10.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction

                                                                                                                                                                                                                                                                                                                                           SW                                                                                                                                                                                                                    DRAWING TITLE
                                                                                                                                                                                          W                                                                                                                                                                     SW                     SW                     SW                   SW                    SW
                               SW




                                                                                                                                                                                              W

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING TREES PLAN:
                                                                                                                                                                                                             WW                                                              9.8 9.6
                                                                                                                                                                                                                                                                    10.




                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SHEET 1
                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                        10                                                                                 SW

                                                                                                                                                                                                                        WW
                                                                                                                                                                                                                                                                          .2                                                                                                  SW
                                                                                                                                                                                                                                                                                                                                                                                                                           10150                                                                                                                                 DESIGN   : EJ                                                   NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        H
                                                                                                                                                                                                                                                                                                                                                                                                     SW                                                                                                                                                          DOCUMENT : VS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                                                                                                                                                                                     W                                                                                                                                                                                      SW                                                                                                                                   PROJECT : 2021032
                                                                                                                                                                                                                                         W




                                                                                                                                                                                                                                                                                                                                                                                                                                                         .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       44
                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                                  W
                                                                                                                                                                                                                                                                                                                                                                                                                            10.0
                        SW




                                                                                                                                                                                                                                                           W                                                                                                                                                                                                                                                                                          44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1         0         1        2         3         4         5 metres
                                                                                                                                                                                                                                                                    W
                                                                                                                                                                                                                       E                 E                     E             W E W             E               E           E          E                E                     ES                 ES                    ES                     ES               ES                          S               S           S           S           S                   SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                                     E                                                                                     W    W                                 B                                                                                                                                               E                   E
                                                                                                                                                        E
                                                                                                                                                                          E                                                                                                                                W W
                                                                                                                                                                                                                                                                                                                    WW
                                                                                                                                                                                                                                                                                                                               EC                                                                                                                                                                                 E           E           E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
            SW




                                                                                                                                    E                                                                                                                                                                                                                                                                                                                                                                                                                             2021032- 101                                 06
                                                                                                            E                                                                                                                                                                                                                    W
                                                                                                                                                                                                                                                                                                                                 W
                               .5                                                                                                                                                                                                                                                                                                                                                                                                                 W                W                          W               W           W           W           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                     E                                                                                                                                                                                                                                                            WW             W   W            W         W        W                      W
                           EL/1               E
                                                                 E
                           E
        E
  W

Section 11

                                                                                                                                                                                                                                                                                                   GB1                                                                                                                                                 GB1
                                    9.0                                                      9.2                                                                                                              9.4
                                                                                                                                                                     9
                                                                          12                         11                                                                                                     9.2                                                                                                                                                        10.0                                                 UP                      P2




                                                                                                                                                                                                                                                                                                                                                                                                                                      10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                           1 0.2
                                                       13                                                                                            GB1                                                                                          P2                                                                                   P2                                                         P2
                                                                                                                                                                                                                                                                                                                                                                                                                                                  GB1
                                                                                                                                     9.4                                                                                                                                         9.8
                 9.4


                                                                                                                                                                                                                      9.6                                                                                                                                                                                                                                  10.2                                          REFUSE, REFER TO
                                                                                                                                            P1                                                                                                                                                                                                                                                                                                                                                       ARCHITECT'S DRAWINGS

                                                    9.2                       Ac                                                                                                                                              PROPOSED WATER TANK




                                                                    GB1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             P1
                                                  9.2
                                W
                                    W
                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   GB1                               © 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
                                                                                              Ct                                                                                                                                                                                                                                                                                                                                                                                                                                                                     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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Verify all dimensions on site prior to construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     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
                                                                                            GB1                                                                                                                                                                                                                                                                                                       P1                                                                                                                                                             document is referenced from their supplied documentation and is
                                                                                                                                                     P1                                                                                                                                                                                                                                                                                                                                                                                                              contained in this document as indicative only and not for construction or
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     certification purposes.
                                                                    WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROJECT
   D




                                                                                                                                                          10150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Lot 22 MEDIHUB,
       RIV




                                                                          W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Noosa Business Centre
                                                                          W




                                                                                                                    9.6




                                                                                                             HR1                     ST1
                                                                                            TGSI                                                UP                                                                    10300
          E




                                                            GB1                                                                            TGSI                                                                                                                                                                                                                                                                                                                                                                                                                      CLIENT
                                                                                                                                                                                                                              UP
                                                                                   WW




                                                                                                  P1                                                                                                                                                                                                                                                                                                                  GB4                                                                                                                                                                     Stockwell
                                                                                                                                     9.8




                                                                                                               HR1
                                                                                        W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTES
                                                                                        W


                                                                                                   SW



                                                                                                                        SW




                                                                                                                                                                                                                                                            10300                                                                           10300                                                                     GB4
                                                                                                                                                          ES1
                                                                                             W




                                                                                                                   GB1                                                                                                                                                                                                                                                                                10150
                                                                                                                                       SW
                                                                                                 W
                                                                                        SW




                                                                                                                                 10.0




                                                                                                                                                                                                                                                                                                                                                                                                                      GB4
                                                                                                                            GB3
                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                      P1
                                                                                                                                                                                                                                                  LINE OF BASEMENT                                                                                                                                                                                                                                                                                   P1
                                                                                                                                                                                F1
                                                                                                         W




                                                                                                                                                                    RET
                                                                                                                                                9.8




                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                                      GB4                                                     10000
                                                                                                          W




                                                       SW                                                                                                                        GB1
                                                                                                                                                                      WALL




                                                                                                                                            Mq
                                                                                                                                                            GB2
                                    SW
                                                                                                             W W




                                                  PROPOSED BIO-BASIN
                                                                                                                         9.4




                                                                                                                                                                                        F1
                                                                                                                                                                          RET




                                                      REFER TO CIVIL
                 SW

 SW
                                                                                                                                                                                          GB1
                                                                                                                                                                               WALL
                                                                                                                   WW




                                                                                            GB1
                                                                                                                                                                                                                                                                                                             10300                                                                                                    GB4
                                                                                                                                                                                             GB1                      ES1
                                                                                                                                                                                  RET




                                                                                                                                                                                                    10150
                                                                                                                                            GB3
                                                                                                                                                                                      WALL
                                                                                                                        W
                                                                                                                        W




                                                                                                                                                                                                    P1                                                                                                                                                                                                                                                                                                                                                                                       FOR APPROVAL

                                                                                                                                                                          GB2
                                                                                                                                                                                          RET




                                                                                                                                                                                                       F1                                                                                                                                                                                                                                                                                                                                                          ISSUE CODE          ISSUE DESCRIPTION             BY CHK DATE
                                                                                                                                WW




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

                                                                                                                                                                                             WALL




                                                                                                                                                     GB1                                                                                                                                                                                                                                                                                                                                                                                                           02       CA      COUNCIL APPROVAL                PA    EJ    16/11/2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
 SW




                                                                                                                                                                                                            GB1                                                                                                                                                                                                                                                                                                                                                    04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023
                                                                                                                                                           Ct        10
                                                                                                                                                                          .0
                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                          GB4                                         EXISTING CONCRETE                                                            06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023
                                                                                                                                       W




   B                                                                                                                                                                                                         F1                                                                                                                                                                                                                                                                        TO REMAIN AROUND
EC                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING FIRE
                                                                                                                                                                                      GB3
       SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                HYDRANT
                                                                                                                                            W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S
                    P
                                                                                                                                                W




                 EL                                                                                                                                                                                                                                                                                                                                                                                                 10150                                                                        S

                                                                                                                                                                    9.8                                                                                                                                                                                                                                                                                                                                        S
       E




                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                                      P1
             SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                    P1
                                                                                                                                                           W




                                                                                                                                                                                                                                                                                          10150                                                                                                                                                                                                                                              S
                                                                                                                                                                                                                                                                                                                     GB4                                                                                               UP
                                                                                                                                                                W
                 E




                                                                                                                                                                                                                                                                                                                                                                                                       GB4
                      SW




                                                                                                                                                                                             10




                                                                                                                                                                                                                                                                                 10150                                                                                                 F1
                                                                                                                                                                     W




                                                                                                                                                                                                                                                                  P3                                          P3
                                                                                                                                                                                                .0




                                                                                           BICYCLE RACK
                                                                                                                                                                                                                                                                                                                                                                             P3
                                                                                                                                                                                                                                                                                      GB5                                GB5
                                                                                                                                                                          W




                                    P                                                                                                                                                                                                                                   F1                              F1                                       F1
                               EL                                         REFER TO ARCHITECT'S DRAWINGS                                                                                                           GB1
                                                                                                                                                                                                                                       10.2
                                                                                                                                                                                                                                                            ES1
                                                                                                                                                                                                                                                                                                                                                            10.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction

                                                                                                                                                                                                                                                                                                                                        SW                                                                                                                                            BICYCLE RACK                                                                  DRAWING TITLE
                                                                                                                                                                                  W                                                                                                                                                                        SW                 SW                 SW                   SW                     SW                                       REFER TO ARCHITECT'S DRAWINGS
                               SW




                                                                                                                                                                                      W                                       Ac
                                                                                                                                                                                                                                                                                              GB2
                                                                                                                                                                                                                                                                                                                            GB3
                                                                                                                                                                                                                                                                GB3 9.6                                                                                                                                                                                                                                                                                                            SURFACES PLAN:
                                                                                                                                                                                                     WW                                                         9.8
                                                                                                                                                                                                                                                       10.




                                                                                                                                                                                                                                                                                                                                       SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHEET 1
                                                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                           10                                                                                         GB1 SW                           F1              GB1
                                                                                                                                                                                                                                                                                                  GB3
                                                                                                                                                                                                                  WW
                                                                                                                                                                                                                                                             .2                      Mq
                                                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                              10150                       GB1                                                                                                                       DESIGN   : EJ                                                   NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H
                                                                                                                                                                                                                                                                                                                                                                                            SW                                                                                                                                                                      DOCUMENT : VS
                                                                                                                                                                                                                                                                                                                                            Ct




                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                                                                                                                                                                                                                                                                                                                                                                          10
                                                                                                                                                                                                 GB1
                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                   W                                             GB1                                                                                              P3                            SW                                                                                                                                                  PROJECT : 2021032




                                                                                                                                                                                                                                                                                                                                                                                                                                             .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          44
                                                                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                PROPOSED BIO-BASIN                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                10.0
                        SW




                                                                                                                                                                                                                                              W
                                                                                                                                                    REFER TO CIVIL                                                                                                                                                                                                                                                                                                                                                                                                   1         0         1        2         3         4         5 metres
                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                  E                E              E             W E W            E                  E                E             E                  E                 ES             ES                  ES                    ES               ES                      S                  S                 S           S                 S                       SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                             E                                                                               W    W                                           B                                                                                                                                       E                  E
                                                                                                                                                 E
                                                                                                                                                                    E                                                                                                                         W W
                                                                                                                                                                                                                                                                                                              WW
                                                                                                                                                                                                                                                                                                                           EC                                                                                                                                                                              E           E                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW
            SW




                                                                                                                            E                                                                                                                                                                                                                                                                                                                                                                                                                                        2021032 - 201                                06
                                                                                                     E                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                               W
                               .5                                                                                                                                                                                                                                                                                                                                                                                                     W                W                      W                  W                 W           W                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                   E                                                                                                                                                                                                                                                             WW            W   W         W     W        W                   W
                           EL/1               E
                                                                E
                           E
        E                                                                                                                                                                                                                                                                                                                                                              GB1
  W

Section 12

                                                                                                                                                                                           10


                                                                                                                                                                                                                  8                                                           7                      6                                                                          4                3
                                                                             12                        11                                                             9                                                                                                                                                                      5                                                                                                             2
                                       9.0                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                                                                       9.2                                                                             9
                                                                                                                                                                                                                                9.4
                                                                                  12                           11BB 9.200                                                                                                     9.2                                                                                                                                                                    10.0                                                UP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10.2



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 0.2
                                                         13                                                                                                                                                                                                                                              TB 10.100
                                                                                                                                                                                                           TB 10.100                                                                                                                                                                                                                                            TB 10.100
                                                                                                                                                9.4                                                                                                                                                          9.8
                   9.4



       TB 9.500                       BB 9.000
                                                      13
                                                                                                                                                                                                                                      9.6                                                                                                                                                                                                                                                10.2
                                                                                                                                                                                                      FL 10.150




                                                                                                                                                                               FALL
                                                                                                   TB 10.100
                                                                                   Ac
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BK 10.150
                                                                                                                                                                                                                                                                 23                                                                                              22
                                                      9.2
                                                                                                                                             FALL                                                                                     24                                                                                                                                                                  21                              20



                                                              25                        26
                                                     9.2




           38                    TB 9.400
                                   W
                                       W




                                                       BB 9.100                                                                                                  FL 10.150
                  37
                                             W




                                                                                  27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         © Place Design Group Pty Ltd A.C.N. 082 370 063
                                                                                                        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
                                                                                                        Ct                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   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
                                                                                                  29
                                                                             9.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Verify all dimensions on site prior to construction.
                                                                                                                       30                                                                                                                                                                                                                                                                                                                                                                                                                                                                    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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             contained in this document as indicative only and not for construction or
NN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             certification purposes.
                                                                        WW




                                                                                                                             31
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                   FALL
   D




                                                                                        BB 9.200
                                                                                                               TB 10.100                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Lot 22 MEDIHUB,
       RIV




                                                                                  W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Noosa Business Centre
                                                                                  W




                                                                                                                              9.6




                                                                             TB 9.300                                  32                                   UP
          E




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CLIENT
                                                                                                                                                                                   33                                                            UP                                                                                                                                                                                                 GL 10.550
                                                                                                       FL 9.400
                                                                                        WW




                                                                                                                                                                          FL 10.150
                                                                               FL 9.350                                                                                                                                                                                                                                                                                                                                                              TW 10.600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Stockwell
                                                                                                                                                9.8




                                                                                                                                                                                                                                                                                                                                                                                                                                       FALL
                                                                                                  W




                                                                                             35                                                                                                                                                                                                                                                                                                                                                     GL 10.550
                                                                                                                                                                                                                                                                                                                                                                                                                    FL 10.150                                                                                                                                                               NOTES
                                                                                                  W


                                                                                                             SW



                                                                                                                                   SW




                                                                                                                                                TB 10.000                                 FALL                                                                                                                                                                                                                                                       TW 10.600
                                                                                                                                  34
                                                                                                       W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     GL 10.100
                                                                                                                                                   SW
                                                                                                           W




                                                                                                                                                                                                                                                                                                                                                                                                                                                    GL 10.550
                                                                                                  SW




                                                                                                                                            10.0




                                                                                              BB 9.300
                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW 10.600
                                                                                                               W




                                                                                                                                                                                          36
                                                                                                                   W




                                                                                                                                                                                      RET
                                                                                                                                                            9.8




                                                                              SW                                                                                                                                                                                                                                                                                                                                                                    GL 10.550
                                                                                                                                           TB 10.000                                                                                                                                                                                                                                                                                                                                                                                FL 10.000
                                                                                                                   W




                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW 10.600
                                                           SW
                                                                                                                                                                                        WALL




                                                                                                                                                        Mq                                                                                                                                                                                                                                                                             FALL
                                       SW
                                                                                                                       W W



                                                                                                                                       9.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         BK 10.150
                                                                                                                                                                                                RET




                   SW
                                                                                                                                                        BB 9.500
 SW
                                                                                                                                                                                                  WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                    GL 10.550
                                                                                                                                                                                                                  FALL
                                                                                                                             WW




                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW 10.600
                                                                                                                                                                          GL 9.500
                                                                                                                                                                                                       RET




                                                                                                                BB 9.400
                                                                                                                                                                                                           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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           03       CA      COUNCIL APPROVAL                PA    EJ    25/11/2022
 SW




                                                                                                                                                                                          BB 9.500                            FALL                                                                                                                                                                                                                                                                                                                                                         04       CA      COUNCIL APPROVAL                AL    ST    13/02/2023
                                                                                                                                                                                                                                                                                                                                                                                                                                                    GL 10.550
                                                                                                                                                                          Ct           10TB 10.000
                                                                                                                                                                                          .0
                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                                                                                                     TW 10.600                                                                                                                             06       CA      COUNCIL APPROVAL                PA    ST    15/02/2023
                                                                                                                                                  W




   B                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BK 10.150
EC
         SW




                                                                                                                                       BB 9.600
                                                                                                                                                        W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S
                      P
                                                                                                                                                            W




                   EL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                            FL 10.150
                                                                                                                                                                                      9.8                                                                                                                                                                                                                                                                                                                                             S
         E




                                                                                                                                                                  W
                SW




                                                                                                                                                                                                                                                                                                                                       FL 10.150                                                                                                                                                                                                     S
                                                                                                                                                                                                             TB 10.100
                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                                                                                                                                                                                    FL 10.150                                                         UP
                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                             GL 10.100
                   E

                        SW




                                                                                                                                                                                                                  10




                                                                                                                                                                                                                                                                                                                                                                                      FALL
                                                                                                                                                                                                                                                                                         FALL
                                                                                                                                                                                       W




                                                                                                                                                                  BB 9.800
                                                                                                                                                                                                                     .0
                                                                                                                                                                                            W




                                       P
                                  EL                                                                                                                                                                                                                      10.2                                                                                                                       10.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction

                                                                                                                                                                                                                                                                                                                                                                  SW                                                                                                                                                                                                                        DRAWING TITLE
                                                                                                                                                                                                       W                                                                                                                                                                             SW                        SW                 SW                SW                     SW
                                 SW




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




                                                                                                                                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                                                                                             BB 9.500                                                                      FALL                         GL 10.100                                                                                                                             SHEET 1
                                                                                                                                                                                                                                                                                  0




                                                                                                                                                                                                                                                                                                                 BB 9.500
                                                                                                                                                                                                                                                                                  10                                                                                                SW

                                                                                                                                                                                                                                     WW
                                                                                                                                                                                                                                                                                    .2                           Mq
                                                                                                                                                                                                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DESIGN   : EJ                                                   NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   H
                                                                                                                                                                                                                                                                                                                                                                                                                             SW                                                                                                                                                             DOCUMENT : VS
                                                                                                                                                                                                                                                                                                                                                                      Ct                                                                  FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10
                                                                                                                                                                                                                                                  W                                                      TB 10.100                                                                                                                             SW                                                                                                                                           PROJECT : 2021032
                                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .0
                                                                                                                                                                                                                                                                                                                                                                                                                                  FL 10.050                                                                                                                                       44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SW
                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                               10.0
                          SW




                                                                                                                                                                                                                                                                      W                                                                                                                                                                                                                                                                                                          44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1         0         1        2         3         4         5 metres
                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                 E                    E                   E            W E W                 E                E                  E           E                  E                    ES                 ES                ES                   ES               ES                          S           S           S               S                    S                   SCALE 1:100 @ A1                           1:200 @ A3
                                                                                                                                                                                                                  E                                                                                      W   W                                          B                                                                                                                                           E               E
                                                                                                                                                            E
                                                                                                                                                                                      E                                                                                                                                     W W
                                                                                                                                                                                                                                                                                                                                         WW
                                                                                                                                                                                                                                                                                                                                                     EC                                                                                                                                                                         E               E                    E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DRAWING NUMBER                                REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
              SW




                                                                                                                                       E                                                                                                                                                                                                                                                                                                                                                                                                                                                     2021032 - 301                                06
                                                                                                               E                                                                                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                         W
                                 .5                                                                                                                                                                                                                                                                                                                                                                                                                                 W                W                          W           W           W               W                    W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                         E                                                                                                                                                                                                                                                                                 WW            W   W            W         W        W                 W
                             EL/1                E
                                                                    E
                             E
          E
  W

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