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Approved Landscaping Plans - MCU26/0001 & OPW26/0002 - AS PUBLISHED

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       CONTEXT PLAN                                                                                                                                                          MATERIALS & FINISHES SCHEDULE
                                                                                                                                                                             CODE / ITEM          MANUF.               REQUIREMENTS

                                                                                                                                                                             T1 - Turf Type 1                          25mm thick A-grade 'Winter Green' Couch (or approved equivalent). Refer to Detail 04, CD-300

                                                                                                                                                                             EG-1 - Garden Edge                        100 x 38mm treated pine garden edging surround with 500 x 38 x 38mm treated pine pegs at
                                                                                                                                                                             Type 1                                    nom. 1200mm centres. Refer to Detail 08, CD-300
                                                                                                                                                                             GB1 - Garden Bed                          300mm depth amended site or imported topsoil to specification. Cover with 100mm thick
                                                                                                                                                                             Type 1                                    organic Hoop Pine mulch (25mm min. strips). Mulch to be coarse with a combination of bark,
                                                                                                                                                                                                                       twigs and chips and maximum 10% fines. Refer to Detail 04, CD-300
                                                                                                                                                                             GB2 - Podium                              300mm Hydrocell 40 Podium Soil to specification. Water in all plants with 'SeaChange KFF'.
                                                                                                                                                                             Planters                                  Cover with 100mm thick Pebble Silver 20-40mm. Refer to Detail 05, CD-300
                                                                                                                                                                             RV1 - Road Verge                          200mm deep, amended site topsoil and 100mm deep forest mulch. Mulch to be coarse with a
                                                                                                                                                                             Planting Mix                              combination of bark, twigs and chips with maximum 10% fines. Install jute mesh laid over
                                                                                                                                                                                                                       mulch on batters where slope exceeds 1:3. Pin at recommended rate to prevent the mesh from
                                                                                                                                                                                                                       lifting.
                                                                                                                                                                             P1 - Paving Type 1                        800mm x 230mm x 40mm Edenstone 'Timberstone' Paver. Colour to be 'Driftwood'. Refer to
                                       BO




                                                                                                                                                                                                                       Detail 06, CD-300
                                         TT
                                           LE




                                                                                                                                                                             P2 - Paving Type 2                        300mm x 270mm x 40mm Edenstone 'Riverstone' Paver. Colour to be 'Moody Grey'. Refer to
                                              BR




                                                                                                                                                                                                                       Detail 06, CD-300
                                                 U
                                                SH




                                                                                                                                                                             P3 - Paving Type 3                        Reinforced concrete pavement 100mm thick as per Structural Footpath Details for seating, slabs
                                                     AV




                                                                                     3
                                                                                  10
                                                        EN




                                                                              0 -                                                                                                                                      and pathways. Holcim Geostone 'Okinawa Exposed'. Very light wash finish. Refer to Detail 07,
                                                           U




                                                                            10                                                                                                                                         CD-300
                                                          E




                                                                           -
                                                                        CD
                                                                                                                                                                             All Concrete         Holcim (Australia)   All concrete pavements to use Holcim 'ECOPactZero' carbon neutral concrete, verified by a
                                                                                                                                                                             Pavements            Pty Ltd              product specific EPD. Refer to pavement types for colours and finishes.
                                                                                                                                                                             All Concrete         Wagners              All concrete footings and other instances where concrete is not directly trafficable, use Wagners
                                                                                                                                                                             Footings             Ph: (07) 4637 7777   'Earth Friendly Concrete' (EFC) carbon free concrete.




       DRAWING SCHEDULE
        26105 CD-000                   COVER SHEET
        26105 CD-001                   SPECIFICATION NOTES
        26105 CD-002                   PLANTING SCHEDULES
        26105 CD-100                   LANDSCAPE PLAN
        26105 CD-101                   LANDSCAPE PLAN
        26105 CD-102                   LANDSCAPE PLAN
        26105 CD-103                   LANDSCAPE PLAN
        26105 CD-300                   CONSTRUCTION DETAILS




                 CONSTRUCTION HOLD POINTS
                 Landscape contractor is responsible for notifying Landscape Architect and arranging for progress inspections
                 of the landscape at the following hold points. Failure to do so will result in Project Urban being unable to certify
                 completed works and may result in reworking to be undertaken at the contractor's expense.

                 Hold Point 1 - Pre-Start Meeting
                 Hold Point 2 - Preparation of subgrade, tree holes & drainage
                 Hold Point 3 - Review of placement and shaping of topsoil
                 Hold Point 4 - Review of advance tree stock - on site or in nursery prior to planting
                 Hold Point 5 - Initial setout of containerised plant stock

                  Where irrigation is specified the following hold points are required

                 Hold Point 6 - Set out of irrigation dripline prior to mulching garden beds

                 CERTIFICATIONS & RECEIPTS
                 Landscape contractor is responsible for providing certifications as required in the specification notes and to
                 provide receipts to confirm delivery of specified materials. Typically, this will include the following.

                     · Site Soil Test Report and amelioration recommendations
                     · Receipts for soil conditioners and ameliorants                                                                                                                                                                                                          NOOSA COUNCIL
                     · AS4419 Certification for imported topsoil                                                                                                                                                                                                               APPROVED PLAN
                     · Receipts for podium soil supply                                                                                                                                                                                                                      MCU26/0001 & OPW26/0002
                     · AS2303 Certification for advanced tree stock
                                                                                                                                                                                                                                                                              9 SEPTEMBER 2026



                                                                                                                                                                  Revision         Date                  Amendment                   Drawn        Checked
                                                                                                                                        APPROVAL ONLY
            COVER SHEET                                                                                                                 NOT FOR CONSTRUCTION
                                                                                                                                                                      A
                                                                                                                                                                      B
                                                                                                                                                                                22.04.2026
                                                                                                                                                                                27.05.2026
                                                                                                                                                                                                       For Approval
                                                                                                                                                                                                       For Approval
                                                                                                                                                                                                                                       LS
                                                                                                                                                                                                                                       LS
                                                                                                                                                                                                                                                    CS
                                                                                                                                                                                                                                                    CS

             CD-000                           scale: 1:300@A1; 1:600@A3

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
                                                                                                                                                          NORTH




              JOB NUMBER: 26105                                CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026
Full text of the other 7 pages

Page 2

     LANDSCAPE NOTES                                                                                                                     10.     Containerised Plant Material - Supply and Installation
                                                                                                                                         All planting is to be carried out in a manner consistent with good horticultural practice. All plant stock is to be in accordance with the scheduled
                                                                                                                                                                                                                                                                                                  14.    Irrigation System
                                                                                                                                                                                                                                                                                                  Contractor is to install D&C fully automated irrigation system including pumps, valves, controllers and irrigation components.
     EXTENT OF WORKS
                                                                                                                                         nomenclature, well formed, hardened off nursery stock. They are to be container grown in potting mixture with a healthy root system and not              Refer to separate Irrigation Performance Specification, design intent and plans. Connection provided to town water supply and/or
                                                                                                                                         pot bound. All pots shall be free of weeds and plant stock is to be free from living insects, pests and disease. All plants are to be fully sun or       rainwater tanks when available.
     Contractor shall allow to carry out items of landscaping as detailed on the Landscape Plans listed on 26105 Cover Sheet CD-000.
                                                                                                                                         shade hardened-off to suit their on-site growing position for a minimum period of 6 weeks. Contractor shall be responsible for replacing failed
     Contractor to ensure they have the latest issue of the documents prior to tendering and construction. Contractor should also
                                                                                                                                         plant stock within the 12 month maintenance period. It is therefore recommended that the Contractor does not accept below Standard stock                 15.    Services
     take full account of documentation of Architectural, Civil Engineering, Hydraulic Engineering and Electrical Engineering works
                                                                                                                                         from the Nursery/Supplier.                                                                                                                               The location of all underground or overhead services shown on these drawings are indicative only. They have been incorporated
     which will be made available on site. Hard surface layout is to be at the discretion of the Project Manager. Where there is
                                                                                                                                                                                                                                                                                                  at the design or Council Approval stage for general information. The Landscape Contractor shall be responsible for liaising with
     conflicting information, contact the Landscape Architect. Landscape works for this contract are to include the following:
                                                                                                                                         Ensure sufficient supply of each species shown on the drawings is available to achieve the required layout and densities, and in the event of            the Principal Contractor to determine where the 'As Constructed' location of all water, sewer, stormwater, electrical,
                                                                                                                                         supply for replacement stock due to failure, damage, unhealthy specimens or theft. Prior to plant stock arriving to site, a Nursery inspection           communication or other existing services before commencing any excavation works.
              1. Co-ordination with Other Trades and Conduit Installation
                                                                                                                                         including the Landscape Architect and Landscape Contractor is required. The plant supplier is to ensure all stock (or good selection of stock) is
              2. Removal of Debris                                                                                                                                                                                                                                                                16.   Inspection Plan & Shop Drawing Review
                                                                                                                                         present during the inspection. It is also recommended that the Landscape Architect is on site to inspect plant stock and plant set out prior to
              3. Sediment and Erosion Control                                                                                                                                                                                                                                                     The Contractor shall co-ordinate the following inspections with the site superintendent:
                                                                                                                                         planting.
              4. Excavation and Drainage of Planting Areas                                                                                                                                                                                                                                            - "Pre-start" - prior to commencement of works, for setout approval and construction timetable
              5. Topsoil - Supply and Incorporation                                                                                      Plant stock notes:                                                                                                                                             confirmation.
              6. Soil Amendments                                                                                                             - Container sizes are noted as follows:-                                                                                                                 - Excavation inspection - at completion of excavation and drainage works and prior to topsoil addition.
              7. Edging to Planting Areas - where not already supplied                                                                       - Pots in millimetres.                                                                                                                                   - Pre-planting inspection - at commencement of placement of advanced plant material.
              8. Shaping of Garden Areas                                                                                                     - Bags in litres.                                                                                                                                        - Setout inspection - at first setout of containerised plant stock.
              9. Fences                                                                                                                      - Stock may be rejected if plants are:-                                                                                                                  - "On Maintenance" - at practical completion.
              10. Containerised Plant Material - Supply and Installation                                                                      --     Undersized proportional to specified container size or if the root system is underdeveloped.                                                     - "Off Maintenance" - 365 days after practical completion.
              11. Street Tree Planting Location Notes                                                                                         --     Oversized proportional to specified container size or severely root bound.
              12. Garden Mulch - Supply and Spread                                                                                            --     Unbalanced or uncharacteristic of normal or specified growth pattern for the species.                                                        Contractor to provide shop drawings and structural design certification for review and approval of any custom designed
              13. Turf - Supply and Lay                                                                                                       --     Not suitably acclimatised for the specific environment.                                                                                      structures, furniture or fencing.
              14. Irrigation System                                                                                                           --     Diseased, infested with pests or suffering from other form of significant stress.
              15. Services                                                                                                                    --     Have poor root development or root defects.                                                                                                  17.   As Constructed Requirements
              16. Inspection Plan & Shop Drawing Review                                                                                      - Substitution of specified plant species only by written instruction from Landscape Architect.                                                      The Landscape Contractor is to clearly mark up and provide the Landscape Architect any changes to the built landscape from the
              17. As Constructed Requirements                                                                                                                                                                                                                                                     issued construction drawings. As Constructed information is to include dimensions, materials and depths which vary from and/or
              18. Maintenance of Landscape Works (12 months)                                                                             Implementation notes:                                                                                                                                    are not included on the construction issue plans. Contributed Landscape Assets are to be captured and included in the ADAC
              19. Landscape Carbon Emissions                                                                                             Ensure all planting procedures result in healthy plant species within the prevailing soil, climatic and management environment of this project.          survey for the development as per the Sunshine Coast Council As Constructed Data Standards and Guidelines. The Landscape
              20. Podium Soils                                                                                                           The following minimum is expected:                                                                                                                       Contractor is to coordinate asset capture with the Project Surveyor and allow for hold points accordingly, especially with
                                                                                                                                             - Excavate a hole for each plant twice the diameter of the rootball and 100mm deeper than the root ball. Break up the base of the hole to a          underground services. Landscape contractor is to provide the following documentation as relevant:
     1.       Co-ordination with Other Trades                                                                                                   further depth of 100mm and loosen the sides of the hole.                                                                                              - Certification that all street trees comply with AS2303:2018.
     Contractor is to make full allowance for the reasonable activities of other trades. Where directed by the Principal Contractor all      - Remove the plant from the container with minimum disturbance to the root ball, place in final position, ensure it is central                           - Contractor to provide MDS or Product Data Sheet of any proprietary furniture or structural items.
     must comply with soil and erosion control measures. Contractor shall allow for the installation of electrical services for                 and plumb. Ensure the root ball is level with the finished surface of the soil surrounding the hole or bed.                                           - Certification of supplied topsoil to AS4419
     landscape lighting at the appropriate time in the construction program. Contractor shall pay due consideration to installation of       - Ensure correct placement of fertiliser requirements such as Nutri-Tech Solutions 'Life-Force Gold' + Life Force Carbon is                              - For amended site topsoil provide delivery dockets of ameliorant to confirm quantities supplied.
     irrigation lines so as to minimise disturbance to planted areas. The coordination of appropriate conduit lines forms part of this          ameliorated into existing or imported topsoil and that any water retention additive and the above fertilisers are installed as per the
     contract. Contractor shall take due care with any machinery to site. Particular care is to be taken with newly poured concrete             manufactures specification.                                                                                                                       18.   Maintenance of Landscape Works
     curbing and with newly laid A.C. road surfacing. Any damage to existing structures or services will be rectified at the contractors     - Thoroughly water plants immediately after planting with sea change KFF and at such times during the contract period                                The Maintenance Period commences at the date of Practical Completion of Works. During the Establishment Period maintain best
     expense. Any disputes will be settled by the site Superintendent.                                                                          as required. All large stock will require a minimum of 10ltrs of water and smaller stock 5ltrs of water at the time of planting.                  horticultural practices including (but not limited to) the following items where required: watering, weeding, fertilising, pest and
                                                                                                                                             - Backfill with topsoil as specified. Lightly tamp and water thoroughly to eliminate any air pockets. Ensure that                                    disease control, mulching, pruning, rubbish removal and keeping the site neat and tidy. Rectify defects that become apparent in
     2.       Removal of Debris                                                                                                                 topsoil is not placed over the top of the rootball.                                                                                               the works under normal use.
     Site is to be cleared and is to remain clear of any deleterious material prior to commencement and throughout construction of
     landscape works. Planting areas are to contain planting and selected drainage materials only and are not to contain any             All advanced trees 25L or greater are to be certified as AS2303 compliant. Contractor to sight and supply certification to superintendent                The Landscape Contractor is to allow for topping up mulch, rectifying defects, top dressing sunken edges, replacing failed or
     building material waste.                                                                                                            prior to accepting trees from the nursery. Contractor is to review all tree stock at unloading and prior to planting to ensure the compliance with       under-performing plant stock at the end of the Maintenance Period. All Council controlled works to be inclusive of a twelve (12)
                                                                                                                                         the below. Trees that fail these criteria should not be planted and are to be returned to nursery                                                        month maintenance program.
     3.       Sediment and Erosion Control                                                                                                   - Roots should be of good form and free from circling, girdling, J-rooting or other defects/abnormalities. Contractor
     Where directed by the Principal Contractor all must comply with soil and erosion control measures. Refer Civil Engineers                   to tease out roots and prune as required to encourage healthy root development.                                                                   Maintenance and Inspection Program:
     drawings for all sediment and erosion control measures.                                                                                 - Trees are to be self supporting, of good form and health with single undamaged leader, no bifurcations or bark inclusions.                         Responsibility    Weeks after practical completion              Maintenance Inspection Frequency
                                                                                                                                             - Ensure trunk is not buried below flare in trunk at top of roots, contractor to scrape off excess potting mix as required.                          Contractor              0-2                                           3 per week
     4.       Excavation and Drainage of Planting Areas                                                                                                                                                                                                                                           Contractor              3-4                                           2 per week
     Break up and remove any asphalt, roadbase material or excess concrete slurry from kerbing works to achieve required planting Collect all empty plant containers daily during planting operations, remove from site and return for nursery to re-use. Do not vary the plant                   Contractor              5 - 13                                       1 per week
     depths. Excavate site soil as required to ensure consistent high quality planting material. Break up existing subgrade to a depth locations from those specified on the drawings unless otherwise directed by the Superintendent. Should it be necessary to vary the locations and           Contractor              14 - onwards                                  As per established maintenance regime
     of 300mm. Any excavated planting areas are to be scarified at sides to provide anchorage for future root development.               spacing for any reason, immediately apply for directions by the Superintendent. Replace failed or damaged plants. This does not include
     Additional excavation works will be required in areas of advanced plant material. Drainage is to be incorporated to all planting    vandalised or stolen plant material - this will be replaced prior to practical completion. Trees are to be planted 20-30mm above finish level to         Maintenance Program General Notes
     areas that are enclosed by hard edging and not otherwise drained. Contractor should allow for drainage to all garden areas.         allow for settling.                                                                                                                                        - Maintenance inspection frequencies are minimum.
                                                                                                                                                                                                                                                                                                    - Monitor plant performance and stress constantly and take appropriate remedial action. Soil moisture
     5.      Topsoil - Supply and Incorporation                                                                                            11.    Street Tree Planting Location Notes.                                                                                                                  levels are critical during early establishment. Avoid over irrigating planting areas.
     All soils are to comply with AS 4419 Table 1 (both site topsoil and imported topsoil)                                                 Locate road verge street trees in accordance with Local Authority Requirements or as indicated below:                                                    - Mow turf every 2 weeks.
     Topsoil for garden areas should be a minimum 300mm depth. Where available maximise the use of soil from on site. Site topsoil             - Minimum 2.0 metres from driveway cross over.                                                                                                       - Prune and shape all shrubs and trees on a monthly basis as required.
     shall be screened to break up clumps, remove unwanted material and ensure soil is easy to work. Screening to take place within            - A minimum of 1.0 metre from all services to prevent root/service conflict and to provide future ease of maintenance requirements.                  - Remove all stakes at 90 day inspection, or after satisfactory establishment.
     2 weeks of requiring soil for use. Top soils are to be tested for horticultural suitability and receive appropriate amelioration if       - A minimum of 2.0 metres from stormwater pit.                                                                                                       - Fertilise all garden beds and street trees at 3 monthly intervals.
                                                                                                                                               - A minimum of 4.0 metres from street lights.                                                                                                        - Contractor shall maintain an up to date written log book to record inspection observations and actions.
     required. All topsoil must be free from noxious weeds, rocks, roots, nut grass, rubbish or any other deleterious material.
                                                                                                                                               - A minimum of 750mm behind the kerb or centrally if between footpath and back of kerb..                                                             - The log will be made available to the site superintendent, upon request, at any time for examination.
     Place all topsoil in the areas directed and specified. Ensure that the topsoil is spread and graded evenly to prevent any ponding.
     Prevent excess compaction by construction plant. Stripped site topsoil needs to be stored in piles no greater than 2m high x 3m
                                                                                                                                                                                                                                                                                                  19.  Landscape Carbon Emissions
     wide. Topsoil storage piles for storage greater than 4 months should be seeded with a suitable grass mix and screened prior to 12.           Garden Mulch - Supply and Spread
                                                                                                                                           All mulch is to be free of deleterious or extraneous matter such as soil, weeds, rocks, and twigs. The finish level of the mulch is to be level with   Reduction of greenhouse gasses created during the construction or maintenance of the landscape works and embodied
     use. Eradicate weeds using environmentally acceptable methods. Project Urban discourages the use of Glyphosate and is happy
                                                                                                                                           the finish level of all adjacent surfaces after settlement allowances of the topsoil and mulch. Ensure all mulch is placed clear of plant stems to     greenhouse gasses in materials is strongly encouraged. Contractors are to provide a written statement outlining carbon reduction
     to discuss alternative options with the Landscape Contractor. Noxious weeds need to be screened out of the topsoil prior to
                                                                                                                                           avoid rotting at ground level. Mulch is to be coarse chipped forest mulch (a combination of wood, leaves and bark) with no more than 10% fines         measures adopted by their business which are applicable to this project. These could include items such as the following:
     placement.
                                                                                                                                           nominal 25-50mm size or approved equal. Mulch shall be to a predominant depth of 100mm as described above. Mulch is to be formed to avoid              ·       Use of electric powered equipment for construction and maintenance
                                                                                                                                           placement against green plant stems and overflow from purpose formed edges, kerbs and pathways. Samples of all mulch types to be provided              ·       Use of electric or hybrid vehicles or fleet for transportation and construction
     6.      Soil Amendments
                                                                                                                                           to Landscape Architect for approval prior to installation.                                                                                             ·       Purchase of power from sustainable sources or production of own power through Solar PV cells
     The Contractor shall allow to amend the garden and podium soil with the following components, to be confirmed by soils test:
                                                                                                                                                                                                                                                                                                  ·       Use of organic fertilisers rather than petrochemical products
         - Nutri-Tech Solutions 'Life Force Carbon' - Spread a 3 - 5 mm layer of Life Force® Carbon™ over garden beds. Work into
                                                                                                                                           13.    Turf - Supply and Lay                                                                                                                           ·       Use of low carbon concrete or materials fabricated through low carbon supply chains
             the top 10- 15 cm of soil where practical and water in well. Apply 2-3 times a year for best results. Planting New Trees: 1 -                                                                                                                                                        ·       Use of local materials with low transport carbon costs.
                                                                                                                                           Obtain turf from a specialist grower of cultivated turf.
             2 cups per tree in the hole.                                                                                                                                                                                                                                                         ·       Offsetting greenhouse gas emissions through accredited offset schemes
                                                                                                                                           Turf notes:
         - Nutri-Tech Solutions 'Life Force Gold' - For Landscapes - 200 g (or 1 cup) per square metre and for Podium Media - 15
                                                                                                                                               - "A" Grade turf as per Material Schedule with a minimum sod depth of 25 mm
             grams per litre                                                                                                                                                                                                                                                                      Project Urban is in the process of reviewing products that we specify to favour the use of low embodied greenhouse gas
                                                                                                                                               - Turf to be laid within 24 hours of being cut and on day of delivery.
                                                                                                                                               - Grade turf areas evenly with falls to drains.                                                                                                    emissions materials. Contractors should review materials schedules and ensure their pricing reflects the specified materials.
     7.      Edging to Planting Areas- where not already supplied                                                                                                                                                                                                                                 Substitutions of materials should consider the embodied greenhouse gas in those materials. We are happy to consider alternative
                                                                                                                                               - Allow for ground preparation and placement of 100mm topsoil to specification requirements.
     All planting areas adjoining turf are to be edged as specified on the landscape plans or detail sheets. Edging should finish flush                                                                                                                                                           lower carbon footprint products suggested by the contractor.
                                                                                                                                               - Apply 'turf starter' fertiliser prior to laying (as per Manufacturer's specifications).
     with adjoining finished levels and hard pavements. Round / Ease all edges where applicable.
                                                                                                                                               - Lay turf parallel to slope contours with staggered, close-butted joints so that the finished turf surface is flush with
                                                                                                                                                  adjacent finished surfaces.
     8.       Shaping of Garden Areas
                                                                                                                                               - Turf to be laid 10mm proud of adjoining surfaces to allow for settling of topsoil and to ensure there is a flush finish at at
     Planting areas are to be finished in a well mounded fashion to facilitate drainage of excess water and to show planting to best
                                                                                                                                                  the end of the maintenance period.                                                                                                                                                                                                   NOOSA COUNCIL
     advantage. Mounds to be generally of 1:3 max and 1:5 minimum at time of practical completion.                                             - Water in well and roll after laying to remove undulations - ensure all joins are gap-free. Top-dress any gaps or
                                                                                                                                                                                                                                                                                                                                                                                       APPROVED PLAN
                                                                                                                                                  undulations with coarse washed sand.
     9.      Fences
                                                                                                                                               - Keep lawn moist until established and rooted in. Install temporary barriers (flagging tape) to ensure walking and driving on turf areas is
                                                                                                                                                                                                                                                                                                                                                                                    MCU26/0001 & OPW26/0002
     All fences and footings to be located within private property where applicable. Fencing to common boundaries are to be                       prevented and avoided.                                                                                                                                                                                                              9 SEPTEMBER 2026
     located on the boundary line as determined by a registered surveyor. Refer to Fencing notes and specification. Where new                  - Replace failed turf and relay with new turf.
     fences are indicated on the drawings, existing fences are to be demolished, unless otherwise noted.


                                                                                                                                                                                                                                                                            Revision         Date                  Amendment                  Drawn       Checked
                                                                                                                                                                                                                                     APPROVAL ONLY
            SPECIFICATION NOTES                                                                                                                                                                                                     NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                A         22.04.2026             For Approval                   LS          CS



             CD-001                    scale: N/A

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
              JOB NUMBER: 26105                      CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 3

     LANDSCAPE NOTES CONTINUED
     20. Podium Soils
     Lightweight podium soil mix shall be supplied and installed by the Contractor to planters and podium areas to
     locations shown on plans.
     The soil mix shall be:
        i. Free from perennial weeds and their roots, bulbs or rhizomes.
        ii. Free from building rubble, including bricks, concrete, plaster, timber, oil or any other matter deleterious to plant
             growth.
        iii. Free from rocks or stones greater than 8mm diameter, but in any case, to have less than 15% stone by dry weight.
        iv. To have all components batch blended evenly throughout and have a pH range of 6.0 - 7.0 (i.e., slightly acid to
             neutral).
        v. To have a light to medium friable loam texture.
        vi. Free from Silt Material.
        vii.Conducive to the establishment and maintenance of healthy, thriving plants.
        vij.Initial fertiliser application - 150gm/m2 of Osmocote Low P - 12-14 months and annual fertiliser application of
             75gm/m2 of the same product.

      The podium soil mix to above ground planters shall be Hydrocell 40 Extensive Lightweight Soil / Podium Mix,
      compaction of media at 100mm increments with equivalent force to an average persons footprint. Comprising 30%
      Washed Sand, 40% Hydrocell, 20% 14mm scoria and 10% Composted Organics by volume. Supplier Fytogreen
      Australia Tel - 1300 182 341.

     The planter mix to planters shall be Hydrocell 40 Extensive Lightweight Soil / Podium Mix comprising 30% Washed
     Sand, 40% Hydrocell, 20% 14mm scoria and 10% Composted Organics by volume. Supplier Fytogreen Australia Tel -
     1300 182 341

     The Contractor may offer an alternative soil mix based on previous experience. Full details of such mix including
     situations of use elsewhere shall be submitted to the Superintendent for consideration. The Superintendent shall
     provide written approval or otherwise to the Contractor prior to the Contractor ordering soil mix.




     PLANTING SCHEDULES




                                                                                                                                   Council annotation: species to be replaced with
                                                                                                                                   suitable alternative native species selected from
                                                                                                                                   the Noosa Plan 2020 - PSP 2 - Landscaping




                                                                                                                                                                                                              Revision      Date        Amendment    Drawn   Checked
                                                                                                                                                                                       APPROVAL ONLY
            PLANTING SCHEDULES                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                  A
                                                                                                                                                                                                                  B
                                                                                                                                                                                                                  C
                                                                                                                                                                                                                         22.04.2026
                                                                                                                                                                                                                         27.05.2026
                                                                                                                                                                                                                         08.09.2026
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                                       LS
                                                                                                                                                                                                                                                       LS
                                                                                                                                                                                                                                                       LS
                                                                                                                                                                                                                                                               CS
                                                                                                                                                                                                                                                               CS
                                                                                                                                                                                                                                                               CS
             CD-002                    scale: N/A

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
              JOB NUMBER: 26105                     CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 4

                                                                               W
                          Footpath




                                                                T
                           Existing




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                                                                T
                                                                                                                                                           3 x CAL SLI                                                                 7 x CAL SLI
                                                                                                                                                                                                                             1 x HYM fla




                                                                               W
                                                                                                                                                                                                      3 x CAL SLI




                                                                T
                                                                                                                                                  1 x HYM fla
                                                                                     5 x SYZ BB
                                           SW                 SW                                                                                                                 GB1
                                                                            SW




                                                                               W
                                                                      RV1                             SW                   SW                SW




                                                                T
                                                                            16 x DIA LJ                                                                          SW                    SW            SW             SW           SW          SW      SW        SW
                                                                     Area A                                                                                                                                                                                              SW       SW          SW           SW
                                       74 x DIC rep                                                                                                                                           P2                                                                                                                   SW          SW   SW       SW       SW       SW          SW          SW
                                       PLANT TILES




                                                                               W
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                        P1
                                      SW




                                                                               W
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                         18 x CHR api                                                                                        5 x ANI man
                                                                               W
                                                                T
                                                   SW




                                                1 x CAL sal               6 x LOM LT




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                                 GB1
                                                                                               7 x LOM LT
                                                                               W
                                                                T




                                                                            RV1




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                           Area B
                                                              SW




                                                                                                1 x CAL sal
                                                                     E
                                                                                               1 x XAN gla
                                                                               W
                                                                T




                         EG-1                                                  E                Ex Ground.
                                                                                           Approx. 1m high




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                      E
                                                                               W




                                                                              EG-1
                                                                         SW
                                                                T




                                                                                                E
                                                                                                      11 x BAN BC




                                                                                                                                                                                                                                                                                                                                                                                   >
                          T1                                                                               E                                                                       5 x WES NAR
                                                                               W
                                                                T




                                                                                      SW




                                                                                                                  E
                                                                               T1




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                               W




                                                                                                                             E
                                                                T




                                                                                                                                    E
                                                                                                     SW
                                                                               W




                                                                                                                                              E5 x ANI GV
                                                                                                                                                                           3 x WES GB
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                 Min. 500mm wide strip of 20mm
                                                                   drainage grave to be installed                                                      E
                                                               along Water Connection Assembly                                                                                                                                                                                                                                                                 UPPER LEVEL WORKS
                                                                               W




                                                                                                                                                                 E
                                                                                                                                                                            SW                                                                            P3
                                                                T




                                                                                                                                                            P3




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                SW
                                                                               W
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                               W
                                                                T




                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                        Concrete footpath
                                                        installed by others
                                                                               W
                                                                T




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                               W
                                                                T




                                                                                                                  SW




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                               W




                                                                                                                       18 x ZOY ten
                                                                T




                                                                                                                                                                13 x BAN BC




                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                               W
                                                                T




                                                                                                                      SW




                       T1
                                                                                                                      GB1
                                                                                        RV1
                                                                               W
                                                                T




                                                                                       Area C
                                                                               W
                                                                T




                                                                                                                                             SE




                                                                                                    1 x CAL col                            1 x BAN int
                                                                                                                                  3 x COR KP
                                                                               W




                                                                                                                                                                                       3 x COR NEG
                                                               T




                                                                                                                                             SE




                                                                         Trees and large shrubs to
                                                                         be kept 1.5m from edge of
                                                                               W
                                                               T




                                                                                                                                             SE




                                                                         path and driveway. Locate
                                                                         smaller plants to avoid
                          Footpath




                                                                         overhanging on path
                           Existing




                                                                               W
                                                               T




                                                                                                                                             SE




           LEGEND
           LANDSCAPE PLAN
              EG-1           EG-1 - Edge Type 1                                                     RV1 - Road Verge                                                      P3 - Paving Type 3                             GRASSES
                             Refer to detail                                         RV1            Planting Mix Type 1                                    P3             Light Wash
                                                                                                                                                                          Exposed Concrete
                             T1 - Turf Type 1                                                       330mm x 330mm                                                         GROUNDCOVERS/SHRUBS                                                                                                                                                                 NOOSA COUNCIL
                T1                                                                                  Plant Tiles Cut to Fit                                                                                               TREES
                                                                                                                                                                                                                                                                                                                                                              APPROVED PLAN
                             GB1 - Garden Type 1                                                    P1 - Paving Type 1                                                    HEDGES                                                                                                                                                                           MCU26/0001 & OPW26/0002
               GB1           General Gardens Typical                                      P1        Concrete Sleepers
                                                                                                                                                                                                                                                                                                                                                             9 SEPTEMBER 2026
                             GB2 - Garden Type 2                                      P2            P2 - Paving Type 2                                                    ACCENT SHRUBS
               GB2           Podium Planters                                                        Concrete Steppers




                                                                                                                                                                                                                                                                                           Revision      Date         Amendment     Drawn   Checked
                                                                                                                                                                                                                                                                    APPROVAL ONLY
            LANDSCAPE PLAN - BASEMENT                                                                                                                                                                                                                           NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                               B
                                                                                                                                                                                                                                                                                               C
                                                                                                                                                                                                                                                                                                      22.04.2026
                                                                                                                                                                                                                                                                                                      27.05.2026
                                                                                                                                                                                                                                                                                                      08.09.2026
                                                                                                                                                                                                                                                                                                                    For Approval
                                                                                                                                                                                                                                                                                                                    For Approval
                                                                                                                                                                                                                                                                                                                    For Approval
                                                                                                                                                                                                                                                                                                                                      LS
                                                                                                                                                                                                                                                                                                                                      LS
                                                                                                                                                                                                                                                                                                                                      LS
                                                                                                                                                                                                                                                                                                                                              CS
                                                                                                                                                                                                                                                                                                                                              CS
                                                                                                                                                                                                                                                                                                                                              CS
             CD-100                                 scale: 1:50@A1; 1:100@A3

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
                                                                                                                                                                                                                                                                                       H
                                                                                                                                                                                                                                                                                    RT
                                                                                                                                                                                                                                                                                  NO




              JOB NUMBER: 26105                                           CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 5

                               W
            T




                               W
            T




                                                                                                                                                                                                         1 x ALO ari
                                                                                                                                                                                                        2 x ALO mit                           3 x CAL SLI               5 x CAL SLI
                               W
            T




         SW                                                                                                                                                                                                   8 x LIR EC                    8 x LIR EC
                                SW               SW               SW             SW                 SW                 SW                 SW              SW              SW   SW    SW       SW   SW             SW            SW            SW             SW            SW           SW          SW
                               W




                                                                                                                                                                                                                                                                                                                 SW                SW
            T




                                                                                                                                                                                                                                                                                                                                                   SW                          SW   SW




                                                                                                                                                                                                                                                                                                                                                                  >
                               W




                                                                                                                                                                                                            6 x VIO hed
            T




                                                                                                                                                          1 x CRA GOL                                                                                             GB2
                                                                                                                                                          2 x CRA RJ




                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                               1 x ALO MC                                                                                                              5 x CAS CI
                               W
            T




                                                                                                                2 x ALO SU                                                                                                                                                                                         6 x LIR EC
                                                                                                                                                                                                                                     3 x COR CAM                                                                  2 x CRA JIT
                                                                                                                                                            GB2
                                                                                                                                                                                                                                                                                                                 3 x CRA RJ




                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                                                                                                                                                             1 x COR RUB
                               W




                                                                                                                                                                                                                                                                                                                     7 x VIO hed
            T




                                                                                                                                                                                                                                                                                                                                              Council annotation: species to
                                                                                                                                                            3 x CAR gla                                                                                                                             3 x COR KP   3 x SAN tri                  be replaced with suitable
                                                                                                          3 x LIR EC                                                                                                                                                                                                                          alternative native species
                                                                       LOWER LEVEL WORKS                                                                                                                                                                                                                                                      selected from the Noosa Plan
                               W




                                                                                                                                                                                                                                                                                                                                                                  >
            T




                                                                                                                                                                                                                                                                                                                                              2020 - PSP 2 - Landscaping
                                                                                                                                      6 x CAS CI
         SW




                               W
            T




                                                                                                                                                                                                                                                                                                                                                                  >
                               W




                                                                                                            1 x CRA JIT
                         SW
            T




                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                            2 x CRA RJ
                               W
            T




                                                                                                                                                                                                                                                                                                                                                                  >
                                       SW




                                                                                                                1 x ALO ari
                               W
            T




                                                                                                               2 x ALO mit




                                                                                                                                                                                                                                                                                                                                                                  >
                                                 SW
                               W
            T




                                                                                                                                                                                                                                                                                                                                   UPPER LEVEL WORKS




                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                  2 x CRA GOL
                               W




                                                                                                             SW
            T




                                                                                                                    1 x CRA RJ
                                                        SW




                                                                                                                                                                                                                                                                                                                                                                  >
                               W
            T




                                                                                                                       3 x LIR EC                  6 x MYO ell




                                                                                                                                                                                                                                                                                                                                                                  >
                               W
            T




                                                                                                     SW
                               W




                                                                                                                                                                                                                                                                                                                                                                  >
            T




                               W
            T




                                                                                                                          2 x ALO MC




                                                                                                                                                                                                                                                                                                                                                                  >
                                                        SW                                                                 1 x ALO SU
                               W
            T




                                                                                                                                                                                                                                                                                                                                                                  >
                               W
            T




                                                                                                                                 5 x LIR EC
                                                             SW




                                                                                                 1 x ALO ari
                                                                                                2 x ALO mit
                               W
            T




                               W
            T




                                                                                 SE
                               W
            T




                                                                                 SE
                               W
            T




                                                                                 SE
                               W
           T




                                                                                 SE




           LEGEND
           LANDSCAPE PLAN
                EG-1          EG-1 - Edge Type 1                                      RV1 - Road Verge                                             P3 - Paving Type 3               GRASSES
                              Refer to detail                             RV1         Planting Mix Type 1                                P3        Light Wash
                                                                                                                                                   Exposed Concrete
                              T1 - Turf Type 1                                        330mm x 330mm                                                GROUNDCOVERS/SHRUBS
                T1                                                                    Plant Tiles Cut to Fit                                                                        TREES

                              GB1 - Garden Type 1                                     P1 - Paving Type 1                                           HEDGES
                GB1           General Gardens Typical                       P1        Concrete Sleepers

                              GB2 - Garden Type 2                          P2         P2 - Paving Type 2                                           ACCENT SHRUBS
                GB2           Podium Planters                                         Concrete Steppers




                                                                                                                                                                                                                                                             Revision         Date             Amendment              Drawn             Checked
                                                                                                                                                                                                                           APPROVAL ONLY
            LANDSCAPE PLAN - GROUND FLOOR                                                                                                                                                                                  NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                 B
                                                                                                                                                                                                                                                                           22.04.2026
                                                                                                                                                                                                                                                                           08.09.2026
                                                                                                                                                                                                                                                                                             For Approval
                                                                                                                                                                                                                                                                                             For Approval
                                                                                                                                                                                                                                                                                                                        LS
                                                                                                                                                                                                                                                                                                                        LS
                                                                                                                                                                                                                                                                                                                                          CS
                                                                                                                                                                                                                                                                                                                                          CS

              CD-101                        scale: 1:50@A1; 1:100@A3

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
                                                                                                                                                                                                                                                         H
                                                                                                                                                                                                                                                     RT
                                                                                                                                                                                                                                                    NO




              JOB NUMBER: 26105                                   CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 6

                                       W
                     T




                                       W
                     T




                                                                                                                                                                                                                                                                                         Min. 100mm wide strip of
                                                                                                                                                                                                                                                      2 x COR NEG
                                       W
                                                                                                                                                                                                                                                                                          20mm drainage grave to
                     T




                 SW                    SW                                                                                                                                                                                                             3 x COR RUB                       be installed around SW Pit
                                                   SW             SW            SW                SW          SW        SW         SW          SW          SW              SW   SW   SW   SW        SW        SW          SW          SW         SW             SW
                                       W



                                                                                                                                                                                                                                                                                  SW              SW
                     T




                                                                                                                                                                                                                                                        1 x RAN fit                                               SW                       SW            SW




                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                  GB1
                                       W
                     T




                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                                                                                                                                      7 x VIO hed                                                                         5 x BAN SEN

                                                                                                                                                                                                                                                      18 x LOM LT




                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                             LOWER LEVEL WORKS




                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T
                  SW




                                       W
                     T




                                                                                                                                                                                                                                                                                                                              >
                                       W
                                 SW
                     T




                                                                                                                                                                                                                                                                                                            14 x SCA PF




                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                            16 x LOM LT
                                       W
                     T




                                                                                                                                                                                                                                                                                                                              >
                                            SW




                                                                                                                                                                                                                                                                                                                                          6 x CAL SLI
                                       W
                     T




                                                                                                                                                                                                                                                                                                                              >
                                                   SW
                                       W
                     T




                                                                                                                                                                                                                                                                                               5 x DIA LJ




                                                                                                                                                                                                                                                                                                                              >
                                       W




                                                                                                         SW
                     T




                                                        SW




                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                 3 x WES GB
                                       W
                     T




                                                                                                                                                                                                                                                            12 x DIA LJ




                                                                                                                                                                                                                                                                                                                              >
                                       W




                                                                                                                                                                                                                                                                                                7 x WES GB
                     T




                                                                                                    SW




                                                                                                                                                                                                                                                             12 x LOM LT




                                                                                                                                                                                                                                                                                                                              >
                                       W




                                                                                                                                                                                                                                           GB1
                     T




                                                                                                                                                                                                                                                              15 x CHR api
                                       W
                     T




                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                          5 x BAN SEN
                                                        SW
                                                                                                                                                                                                                                                                3 x COR CAM
                                       W




                                                                                                                                                                                                                                                                     3 x COR KP
                     T




                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                    1 x SYZ hem
                                       W
                     T




                                                             SW




                                                                                                                                                                                                                                                         3 x COR NEG
                                       W
                     T




                                                                                                                                               LOWER LEVEL WORKS
                                       W
                     T




                                                                                 SE




                                                                                                                                                                                                                                                         5 x SYZ BB
                                       W
                     T




                                                                                 SE




                                                                                                                                                                                                                                                                                                                16 x SCA PF       Mulch to finish
                                                                                                                                                                                                                                                                                                                                  below retaining wall
                                       W
                     T




                                                                                 SE
                                       W
                    T




                                                                                 SE




           LEGEND
           LANDSCAPE PLAN
              EG-1           EG-1 - Edge Type 1                               RV1 - Road Verge                           P3 - Paving Type 3                        GRASSES
                             Refer to detail                           RV1    Planting Mix Type 1                  P3    Light Wash
                                                                                                                         Exposed Concrete
                             T1 - Turf Type 1                                 330mm x 330mm                              GROUNDCOVERS/SHRUBS
                T1                                                            Plant Tiles Cut to Fit                                                               TREES

                             GB1 - Garden Type 1                              P1 - Paving Type 1                         HEDGES
                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
               GB1           General Gardens Typical                    P1    Concrete Sleepers                                                                                                                                                                                                                              APPROVED PLAN
                                                                                                                                                                                                                                                                                                                          MCU26/0001 & OPW26/0002
                             GB2 - Garden Type 2                       P2     P2 - Paving Type 2                         ACCENT SHRUBS
               GB2           Podium Planters                                  Concrete Steppers                                                                                                                                                                                                                             9 SEPTEMBER 2026



                                                                                                                                                                                                                      Revision      Date           Amendment                      Drawn        Checked
                                                                                                                                                                                               APPROVAL ONLY
            LANDSCAPE PLAN - FIRST FLOOR                                                                                                                                                   NOT FOR CONSTRUCTION
                                                                                                                                                                                                                          A
                                                                                                                                                                                                                          B
                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                 22.04.2026
                                                                                                                                                                                                                                 27.05.2026
                                                                                                                                                                                                                                 08.09.2026
                                                                                                                                                                                                                                                 For Approval
                                                                                                                                                                                                                                                 For Approval
                                                                                                                                                                                                                                                 For Approval
                                                                                                                                                                                                                                                                                    LS
                                                                                                                                                                                                                                                                                    LS
                                                                                                                                                                                                                                                                                    LS
                                                                                                                                                                                                                                                                                                 CS
                                                                                                                                                                                                                                                                                                 CS
                                                                                                                                                                                                                                                                                                 CS
             CD-102                         scale: 1:50@A1; 1:100@A3

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
                                                                                                                                                                                                                  H
                                                                                                                                                                                                               RT
                                                                                                                                                                                                             NO




              JOB NUMBER: 26105                         CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 7

                                       W
                     T
                                                                                                                                                                                                                                                                                                                             Council annotation: species to be
                                                                                                                                                                                                                                                                                                                             replaced with suitable alternative




                                       W
                     T

                                                                                                                                                                                                                                                                                                                             native species selected from the
                                                                                                                                                                                                                                                                                                                             Noosa Plan 2020 - PSP 2 -
                                                                                                                                                                                                                                                                                                                             Landscaping
                                       W
                     T




                 SW                    SW          SW             SW           SW                SW           SW        SW         SW                  SW              SW                 SW                  SW            SW                SW                SW                    SW            SW           SW                SW                SW
                                       W



                                                                                                                                                                                                                                                                                                                                                                  SW         SW
                     T




                                                                                                                                                                                                                                                                                                                                                                                         SW




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                                                        1 x ALO ari            1 x CRA JIT                                   3 x SAN tri
                                                                                                                                                                                                                                                                      3 x LIR EC




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                        2 x ALO mit            2 x CRA RJ                                                                                                      3 x SAN tri
                                       W




                                                                                                                                                                                                                                                                         7 x CAS CI
                     T




                                                                                                                                        6 x CAS CI                                                                                             1 x CRA GOL                            1 x CRA JIT                            1 x CRA GOL
                                                                                                                                                                                                                                               2 x CRA RJ                             2 x CRA RJ                             2 x CRA RJ




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                          6 x MYO ell
                                                                                                                                          3 x LIR EC
                                                                                                                                                                                                                                                                                                                                        3 x LIR EC




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                                                                                              8 x MYO ell
                                                                                                                                                                                                                                                                                                                                        1 x ALO MC
                  SW




                                                                                                                                                                                                                                                                                                                                        2 x ALO SU
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                                                                                                                                                                                                          GB2
                                                                                                                                    1 x CRA GOL
                                                                                                                                      2 x CRA RJ
                                       W
                                 SW
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                            SW




                                                                                                                                        1 x ALO MC
                                                                                                                                         2 x ALO SU
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                   SW
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                    2 x CRA GOL
                                                                                                                                      1 x CRA RJ
                                       W




                                                                                                        SW
                     T




                                                        SW




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                                                         3 x LIR EC




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                                   SW



                                                                                                                                                                       6 x CAS CI




                                                                                                                                                                                                                                                                                                                                                                                              >
                                       W
                     T




                                                                                          LOWER LEVEL WORKS                                                                                                                         8 x CAR gla
                                       W
                     T




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                        SW
                                                                                                                                                                                                                                                                                                                                                                          LOWER LEVEL WORKS
                                       W




                                                                                                                                                         2 x ALO ari
                     T




                                                                                                                                                                                                                                                     2 x CRA GOL




                                                                                                                                                                                                                                                                                                                                                                                              >
                                                                                                                                                        1 x ALO mit         2 x CRA JIT                                                              1 x CRA RJ
                                                                                                                                                                            1 x CRA RJ          3 x SAN tri
                                       W
                     T




                                                             SW




                                                                                                                                                                                                                                 Council annotation: species to be
                                                                                                                                                                                                                                 replaced with suitable alternative
                                                                                                                                                                                                                                 native species selected from the
                                       W
                     T




                                                                                                                                                                                                                                 Noosa Plan 2020 - PSP 2 -
                                                                                                                                                                                                                                 Landscaping
                                       W
                     T




                                                                                SE
                                       W
                     T




                                                                                SE
                                       W
                     T




                                                                                SE
                                       W
                     T




                                                                                SE




           LEGEND
           LANDSCAPE PLAN
              EG-1           EG-1 - Edge Type 1                              RV1 - Road Verge                            P3 - Paving Type 3                                    GRASSES
                             Refer to detail                           RV1   Planting Mix Type 1                   P3    Light Wash
                                                                                                                         Exposed Concrete
                             T1 - Turf Type 1                                330mm x 330mm                               GROUNDCOVERS/SHRUBS
                T1                                                           Plant Tiles Cut to Fit                                                                            TREES

                             GB1 - Garden Type 1                             P1 - Paving Type 1                          HEDGES
               GB1           General Gardens Typical                    P1   Concrete Sleepers

                             GB2 - Garden Type 2                       P2    P2 - Paving Type 2                          ACCENT SHRUBS
               GB2           Podium Planters                                 Concrete Steppers




                                                                                                                                                                                                                                                                                                Revision      Date                    Amendment                   Drawn   Checked
                                                                                                                                                                                                                                                   APPROVAL ONLY
            LANDSCAPE PLAN - ROOF                                                                                                                                                                                                               NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                    A
                                                                                                                                                                                                                                                                                                    B
                                                                                                                                                                                                                                                                                                           22.04.2026
                                                                                                                                                                                                                                                                                                           08.09.2026
                                                                                                                                                                                                                                                                                                                                    For Approval
                                                                                                                                                                                                                                                                                                                                    For Approval
                                                                                                                                                                                                                                                                                                                                                                    LS
                                                                                                                                                                                                                                                                                                                                                                    LS
                                                                                                                                                                                                                                                                                                                                                                            CS
                                                                                                                                                                                                                                                                                                                                                                            CS

             CD-103                         scale: 1:50@A1; 1:100@A3

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
                                                                                                                                                                                                                                                                                       H
                                                                                                                                                                                                                                                                                      RT
                                                                                                                                                                                                                                                                                  NO




              JOB NUMBER: 26105                         CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

Page 8

        Notes:                                                                                Notes:                                                                          Notes:                                                                                                                                                           Turf as specified       FSL
        - Thoroughly water the root ball                                                      - Place the rootball on a firmed base to achieve required FSL.                  - Place the rootball on a firm base.                                                                                                                                                                                                                  Mulch
        immediately after planting.                                                           - Thoroughly water the root ball immediately after planting.                    - Thoroughly water the root ball immediately after planting.                                                                                                                                                                                          - to 100mm depth
        Tree guard only required                                                              - Number of stakes will vary with pot size. Refer plant schedule.               - Cultivate sides of excavated hole 50mm deep.                                                                                                                   Topsoil
        when specified in Materials                                                           - Cultivate sides of excavated hole 50mm.                                       - Do not disturb kerb, road pavement or road side drainage works.                                                                                                - to 100mm depth
        & Finishes Schedule                                                                                                                                                   - Tease out roots on side of rootball when planting.                                                                                                                                                                                                  Soil blend or site topsoil
        Marker stake:                                                                                                                                                         - Ensure top of rootball is not buried; expose and set flush with finished level.                                                                                Cultivate subgrade                                                                   - to 300mm depth
                                                                                              Hardwood Stake Size:
        12 x 12 x 75mm                                                                        140mm = 25 x 25 x 90mm                                                                                                                                                                                                                           - to 150mm depth
        Form an earthen basin                                                                                                                                                 Hardwood Stake Size:
                                                                                              200mm = 25 x 25 x 90mm                                                          45ltr = 2 x (38 x 38 x 1800mm)
        around the base of the plant.                                                         25ltr = 38 x 38 x 1800mm                                                                                                                                                                                                                         Existing subgrade                                                                    Cultivated subgrade
                                                                                                                                                                              75ltr = 2 x (50 x 50 x 1800mm)                                                                                                                                                                                                                        - to 150mm depth
        Mulch: Pull away from                                         250                                                                                                     100ltr = 2 x (50 x 50 x 1800mm)
        base of plant.                                                                        Hardwood Stake: 25 x 25 x                                                       200ltr = 2 x (50 x 50 x 2400mm)                                                                                                                                                                                                                       Notes:
                                                                                              90mm. Place 600mm into




                                                                 25
                                                                                                                                                                              Hardwood stake: Place 600mm                                                                                                                                                                                                                           -Refer Materials & Finishes
                                                                                              the ground. Do not place
                                                                                              through rootball. Secure with                                                   into the ground. Do not place                                                                                        04 TURF PROFILE                                                                                                                  Schedule for fertiliser
        Fertiliser: Do not allow                                                                                                                                              through rootball. Secure with                                                                                       CD-300 1:5@A1, 1:10@A3                                                                                                            application requirements
                                                                                              ties by looping in a figure
        contact with roots.                                                                                                                                                   ties by looping in a figure eight
                                                                                              eight pattern.
         Topsoil blend                                                                        Mulch - pull away
                                                                                                                                                                              pattern.                                                                                                                                                                                                 06 GARDEN BED PROFILE
                                                                                                                                                                              Raise plant 50mm above                                                                                                                                                                                  CD-300 1:10@A1, 1:20@A3
                                                                                              from base of plant.
                                                                                                                                                                              finished surface level.
         Water retention additive
                                                                                              Form an earthen basin                                                           Mulch: Pull away from
                                                                                              around base of plant.                                                           base of plant.                                                                                             Notes:
                                                                                                                                                                              Form an earthen basin                                                                                      Angle and space pavers as indicated on working drawing.
                                                                                                                                                                                                                                                                                         If not specified space equally as shown on drawings.
               01 TUBESTOCK PLANTING                                                          Topsoil blend
                                                                                                                                                                              around base of plant.
                                                                                                                                                                                                                                                                                                                                                                                 Notes:
             CD-300 1:10@A1, 1:20@A3                                                                                                                                                                                                                                                     75 x 75 x 50mm concrete haunch to all
                                                                                              Fertiliser: Do not allow                                                                                                                                                                   corners. Ensure top of haunch is min.                                                   - Concrete - N32 to footpath.
                                                                                              contact with roots.                                                                                                                                                                        20mm below surface level.                                                               - All mesh reinforcing to be HDG
                                                                                                                                                                                                                                                                                                                                                                                 - Compact sand base under path to a density index of (d.i.) of 75% min.
                                                                                              Water retention additive                                                        Topsoil blend                                                                                                          Plant tile level. Refer to
                                                                                                                                                                                                                                                                                                                                                                                 - Saw Cut control joints




                                                                                                                                                                                                                                                                   min 300
                                                                                                                                                                                                                                                                                                     plan for type.
                          NOOSA COUNCIL                                                                                                                                       Water retention additive                                                                                                                                                                           - Refer to Landscape Plans and Schedule for pavement colour & finishes
                                                                                                                                                                                                                                                                                                            typ. 80




                                                                                                                                                                                                                                                                                                                                                30
                          APPROVED PLAN
                                                                                                                                                                                                                                                               1
                       MCU26/0001 & OPW26/0002                                                                                                                                Fertiliser: Do not allow                                                                                                                                                                                                                       HDG SL72 fabric.
                                                                                                                                                                              fertiliser to come in                                                        1                                                                                                                                                                 Min.55mm to top and side cover
                         9 SEPTEMBER 2026
                                                                                                     02 140-300mm PLANTING




                                                                                                                                                                                                                                                                                                                                     100
                                                                                                                                                                              contact with roots.




                                                                                                                                                                                                                                                                                                             50
                                                                                                                                                                                                                                                                                                                                                                                         min. 2% fall                        Vapour Barrier to be 200vm




                                                                                                                                                                                                                                                                                                                                                                                                             55
                                                                                                   CD-300 1:10@A1, 1:20@A3                                                                                                                                                                                                                                                                                                   Visqueen DPM or similar approved
                                                                                                                                                                                                                                width (w)
                                                                                                                                                                              10 - 20mm Drainage gravel




                                                                                                                                                                                                                                                                                                                                                                               125
                                                                                                                                                                                                                                 2xw                                                                 Coarse bedding sand under length of pavers.                                         55                                                           55
        Notes:
        - Place the rootball on a firm base.                                                                                                                                                                                                                                                         100mm deep sub base: CBR 45
        - Thoroughly water the root ball immediately after planting.                                                                                                                                                                                                                                 compacted to 95% standard compaction.
        - Cultivate sides of excavated hole 50mm deep.
        - Do not disturb kerb, road pavement or road side drainage works.
        - Tease out roots on side of rootball when planting.
                                                                                                                                                                                                        03 45-200ltr PLANTING                                                                 05 PAVEMENT TYPE 1                                                                                                             Sand Bed - 50mm thick
                                                                                                                                                                                                    CD-300 1:10@A1, 1:20@A3                                                                 CD-300 1:5@A1, 1:10@A3
        - Ensure top of rootball is not buried; expose and set flush with finished level.                                                                                                                                                                                                          800 x 230mm Concrete Pavers                                                                                               Compacted Subgrade:
                                                                                                                                                                                                                                                                                                                                                                                                                             150mm to 95% Standard
        Hardwood Stake Size:
                                                                                                                                                                                                                                                                                                                                                                                 SECTION
        45ltr = 2 x (38 x 38 x 1800mm)
        75ltr = 2 x (50 x 50 x 1800mm)                                                                           Set soil level at top
        100ltr = 2 x (50 x 50 x 1800mm)                                                                          of rootball (at flare
        200ltr = 2 x (50 x 50 x 2400mm)                                                                          of trunk)
                                                                                                                                                                                                                                                                                                                                                                                                                  2.8mm      Reinforcing: Cut every 2nd
                                                                                                                                                                                                                                                                                                                                                                                                                             mesh rod under sawn joint.




                                                                                                                                                                                                                                                                                                                                                                                                                  20
         50 x 50 x 2400mm HW Timber                                                                              Pull away mulch
         stake - Place 600mm into the                                                                            from base of plant
         ground. Do not place through
         rootball. Secure with hessian ties by                                                                   Form mulch berm
         looping in a figure eight pattern.                                                                      to the perimeter of                                                                                                                                                                                                                                             CONTROL JOINT (located every 3m)
                                                                                                                 the rootball
                                                                                                                                             Notes:                                                      F.S.L.




                                                                                                                                                                                                                          (X)
        Raise plant 20-30mm above                                                                                                            - All timber to be CCA pressure treated to
        top of kerb.                                                                                             Distance to local                                                                                                                                                                                                                                                   Flexible Joint and                      Parchem Dowel Form Sleeve or
                                                                                                                                             AS1604, Hazard 5, rough sawn pine.
                                                                                                                 authority requirments                                                                                              Timber edge                                                                                                                                      Filler Board                            similar approved with 16Ø insert
                                                                                                                                             - All timber edges to be arissed to comply
        Do not excavate                                                                                                                      with council standards.                                                                                                                                                                                                                                                         to allow for lateral movement.
        within 50mm of                                                                                                                       - All timber ends to have one coat of                                                  Stakes                                                                                                                                                                                   HDG SL72 Mesh
        edge restraint or                                                                                100
                                                                                                                                             Cuprinol or equal prior to installation.                                                                                                                                                                                                                                        55mm top cover.
        pavement.                                                                                                                            - Stakes to be 400mm into ground at max.                                                                                                                                              90mm capped slotted pipe
                                                                                                                   Top of Kerb                                                                                                      Existing/compacted
                                                                                                                                             1200mm centres, or as required to obtain                                                                                                                                              75mm below top of planter
                     FSL                                                                                                                                                                                                            /subgrade/subase
                                                                                                                                             smooth curves. Top of stake to finish                                                                                                                                                 connected to drainage system
                                                                                                                                                                                                                                                               River stone to                                                      per Hydraulic Engineer
                                                                                                                                             20mm below top of timber edge. Where




                                                                                                                                                                                                                                                                                                                                                                               70
                                       50                                                                                                                                                                                                                         top of pipe
                                                                                                                                                                                                                                                                                                                                   Mulch
                                                    300




                                                                                                                                             timber edges meet at corners provide
                                                                                                             2                               double stakes.                                                                                                                                                                        - refer to plans for organic or                                350              300              350
         Topsoil blend                      1                                                            1                                   - All fixings to be hot dipped galv.                                                                                                                                                  inorganic locations
                                                                                                                                             - Leading edge is to be free of burrs and                                                                                                                                                                                           EXPANSION JOINT (located every 12m)
                                                1                                                                                                                                                                                                                                                                                  Podium soil
                                                                                                                                             splinters.                                                                                                                                                                            - refer to Specification
                                                                                                                 Bio-degradable




                                                                                                                                                                                                                                                                                                   varies
         Water retention additive                                                                                geo-fabric                                                                                                                                                                                                        UrbanScape 20mm Green Roll, where
                                                                                                                                                                                                                                                                                                                                   soil depth is less than 200mm.                                           Nom.10mm thick Flexible
                                                                                                                                                                                                                                                                                                                                   Geotextile fabric                                                        Joint and Filler Board
         100mm drainage gravel in                                                                                                            TIMBER EDGE          STAKES       (X) = Height above                                                                                                                                  30mm Atlantis drainage cell                                              HDG SL72 Mesh
         heavy or poor draining soils.                                                                                                            38                50         finished surface level       FIXINGS                                                                                                                                                                                         55mm top cover.
                                                                                                                 Connect drainage                                                                                                                                                                                                  or similar approved
                                                                                                                                                                                                                  50mm Bugle Headed
                                                                                                                 gravel to back of kerb,                                          FLUSH
                                                                                                                                                                                                                  Batten Screws.                                                                                                   Topping slab - If required.
        Incorporate slow release organic                                                                         subsoil drainage where
                                                                                                                                              100




                                                                                                                 applicable                                                        20mm                           75mm Bugle Headed                                                                                                Depth varies to achieve falls
        fertilizer and water retention




                                                                                                                                                                                                                                                                                                                                                                                                                                       70
                                                                                                                                                                                                                  Batten Screws.                                                                                                   to drain.
        additives to backfill per                                                                                                                                                 100mm
        Manufacturer's recommendations                                                                                                                                                                            100mm Bugle Headed                                                                                                                                                                                   350
                                                                                                                                                                                  150mm                                                                                                                                            Waterproofing and protection
                                                                                                                                                                                                                  Batten screws.
                                                                                                                                                100x38mm                                                                                                                                                                           - to Architect's Specification.
                                                                                                                                                                                                                                                                                                                                                                                                            Adjacent wall & footing
                                                                                                                                                                                                                                                                                                                                   Podium / basement slab
                                                                                                                                                                  50x50mm                                                                                                                                                                                                                            ISOLATION JOINT
                                                                                                                                                                                                                                                                                                                                   - refer Engineer's detail.


                                                07 STREET TREE PLANTING                                                                                                      08 EDGE TYPE 1                                                                                      09 PODIUM PLANTER                                                                                            10 PAVEMENT TYPE 02
                                            CD-300 1:10@A1, 1:20@A3                                                                                                         CD-300 1:5@A1, 1:10@A3                                                                              CD-300 1:10@A1, 1:20@A3                                                                                   CD-300 1:10@A1, 1:20@A3
                                                   All trees to have 100% NATSPEC inspection prior to delivery to site                                                             Timber garden edge                                                                                                                                                                                            Pedestrian Concrete Path to SCC Standard

                                                                                                                                                                                                                                                                                                      Revision           Date                  Amendment               Drawn         Checked
                                                                                                                                                                                                                                                                         APPROVAL ONLY
            CONSTRUCTION DETAILS                                                                                                                                                                                                                                     NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                          B
                                                                                                                                                                                                                                                                                                                      22.04.2026
                                                                                                                                                                                                                                                                                                                      27.05.2026
                                                                                                                                                                                                                                                                                                                                             For Approval
                                                                                                                                                                                                                                                                                                                                             For Approval
                                                                                                                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                                                                                                                       CS
                                                                                                                                                                                                                                                                                                                                                                                       CS

             CD-300                                                                                scale as noted

            17 BOTTLEBRUSH AVENUE, NOOSA JUNCTION
              JOB NUMBER: 26105                                     CLIENT NAME: MAJP CONSULTING

Document Set ID: 25155715
Version: 1, Version Date: 09/09/2026

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