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

                                                                                                                                                                                                                                                                                                                                                                             T1 - Turf Type 1                          25mm thick A-grade 'Winter Green' Couch. Refer to Detail 06, CD-300

                                                                                                                                                                                                                                                                                                                                                                             EG-1 - Edge Type 1                        100 x 38mm treated pine garden edging surround with 500 x 38 x 38mm treated pine pegs at
                                                                                                                                                                                                                                                                                                                                                                                                                       nom. 1200mm centres. Refer to Detail 07, CD-300
                                                                                                                                                                                                                                                                                                                                                                             EG-2 - Edge Type 2                        Nom. 85° spade edge. Refer to Detail 08, CD-300

                                                                                                                                                                                                                                                                                                                                                                             FEN-1 - Fence Type                        Treated pine acoustic fence, height to meet acoustic report requirements as indicated on plan.
                                                                                                                                                                                                                                                                                                                                                                             1                                         Lapped and capped (free of gaps) with treated pine sleeper along bottom edge. Minimum
                                                                                                                                                                                                                                                                                                                                                                                                                       surface density of 10kg/m² eg. Lapped 19mm thick treated pine timber palings. Post type,
                                                                                                                                                                                                                                                                                                                                                                                                                       footing and embedment for 2,500mm high fence to be designed by Structural Engineer. Refer
                                                                                                                                                                                                                                                                                                                                                                                                                       to Detail 9, CD-301
                                Point #
                                  9000
                                                COORDINATE TABLE
                                          Easting Northing Elevation
                                          502836.862 7081730.325   4.566
                                                                             Description
                                                                             SCREW IN CONC
                                                                                                                                                                                                                                                                                                                                                                             GB1 - Garden Bed                          300mm depth amended site or imported topsoil to specification. Cover with 100mm thick
                                                                                                                                                                                                                                   CD-100
                                  9001    502884.140 7081728.914   3.769     SCREW IN KERB

                                  9002    502788.724 7081721.497   4.723     SCREW IN KERB




                                                                                                                                                                                                                                                                                                                                                                             Type 1
                                  9003    502901.520 7081827.155   2.336     SCREW IN KERB




                                                                                                                                                                                                                                                                                                                                                                                                                       organic forest mulch. Mulch to be coarse with a combination of bark, twigs and chips and
                                  9004    502851.826 7081806.167   3.125   STAR PICKET PLACED

                                  9005    502765.928 7081830.173   2.323   ORIG SCREW IN CONC

                                  9006    502812.122 7081839.515   2.416     SCREW IN CONC

                                  9007    502881.189 7081720.185   4.044        ORIG PSM

                                  9008    502891.069 7081827.946   2.106   ORIG SCREW IN CONC




                                                                                                                                           101                                                                                            ExT
                                                                                                                                          RP867318
                                                                                                                                                                                              509172005
                                                                                                                                                                                              2.312
                                                                                                                                                                                              STN.U -TEMP


                                                                                                                                                                                                                                                                                                                                                                                                                       maximum 10% fines. Refer to Detail 05, CD-300
                                                                                                                                                                                                                                                                                                                                                                       ExW
                                                                                                                                                                                                                                           ExS D                                                                                                                 ExS
                                                                                                                        9005
                                                                                                                                                                                                                                                                                                                             T2.487




                                                                                                                                                                                                                                                                                                                                   Ex
                                                                                                                                                                                                                                                                                                                              509171095

                                                                                                                                                                                                                                                                                                                              PLM 0.25 2 10

                                                                                                                                                                                                                                                                                                                             509171104
                                                                                                                                                                                                                                                                                                                             2.263
                                                                                                                                                                                                                                                                                                                             HY
                                                                                                                                                                                                                                                                                                                                                                             DSB - Revegetation                        200mm deep, amended site topsoil and 100mm deep forest mulch. Mulch to be coarse with a
                                                                                                                                                                                                                                                                                                                                                                             Type 2 to Drainage                        combination of bark, twigs and chips with maximum 10% fines. Install 700gsm Coir Netting laid
                                                                                                                                                                                                                                                                                                                                                          9003




                                                                                                                                                                                                                                                                   SWD
                                                                                                                                                                                                                                                                         SWD

                                                                                                                                                                                                                                                                                                                                                                             Swale Batters                             over mulch. Lay across slope and pin at twice recommended rate to prevent the mesh from




                                                                                                                                                                                                                                                       SWD
                                                                                                                                                                                                                                                                                                                                              509171039




                                                                                                                                                                                                                                                                                                                                                                                                                       lifting.
                                                                                                                                                                                                                                                                                                                                              2.447
                                                                                                                                                                                                                                                                                                                                              SWO -90MM
                                                                                                                                                                               S150




                                                                                                                                                                                                                                                 SWD
                                                                                                                                                                                                                                                                                                                                                                             Mulch Only to                             Areas around street trees to be 100mm thick forest mulch. Mulch to be coarse with a
                                                                                                        47
                          S
                           Ex                                                                         RP867318
                                                                                                                                                        46
                                                                                                                                                                                                                                                                                                                                                                             Street Trees                              combination of bark, twigs and chips and maximum 10% fines.
                                                                                                                                                      RP867318




                                                                                                                                                                                                                                                                                                                                              ExD
                                                                                                                                                                                                                                                                                                                                                                             P1 - Paving Type 1                        Light Wash Exposed Coloured Concrete. Colour to be Holcim Geostone 'Corfu Exposed' or



                                                                                                                                                                                                                                           SWD
                                                                                                       EMT W




                                                                                                                                                                                                                                                                                                   ExS
                                                                                                        RP867318                           EMT X                                                                                                                                                                                                                                                                       approved equivalent.




                                                                                                                                                                                                                                                                                                      ExT
                                                                                                                                           RP867318




                                                                                                                                                                                                                                                                                                    ExW
                                                                           EMT R
                                                                           RP867318                                                            EMT Y                                                        S150                                                                                           509171031
                                                                                                                                                                                                                                                                                                                                                                             P2 - Paving Type 2                        Broom Finished Coloured Concrete. Colour to be Concrete Colour Solutions 'Jazz' or approved
                                                                                                                                              RP867318                          509172002                                                                                                                  3.217




                                                                                                                                                                                                                                                                                                                                                                                                                       equiavalent.
                                                                                                                                                                                4.317                                                                                                                      HY
                                                                                                                                                                                STN.U -TEMP
                                                                                                                       18

                                                                                                                                     18




                                                                                                44
                                                                                                                 RP8673

                                                                                                                               RP8673




                                                                                           RP867318
      Ex




                                                                                                                                                 43
                                                                                                                                              RP867318                                                                                                                                                                                                                       P3 - Paving Type 3                        Pedestrian strength plain grey cement concrete with broom finish. Refer to Civil Engineer
      S




                                                                                                                                                                                                                                                                                                                                                                                                                       documentation.
                                                                                                             EMT S
                                                                                                             EMT T




                                                                                                                                                                                                                                                                                                                                                                             All Concrete         Holcim (Australia)   All broom finish concrete pavements to use Holcim 'ECOPactZero' carbon neutral concrete,


                                                                                                                                                                                                                                                                                                                       ExD
                                                                                                                            20
                                                                                                                            4.000
                                                                                                                            NOOMK

                                                                                                                                                                                                                     509172001
                                                                                                                                                                                                                     4.627
                                                                                                                                                                                                                     STN.U -TEMP




                                                                                                                                                                                                                                                                                                                                                                             Pavements            Pty Ltd              verified by a product specific EPD. Refer to pavement types for colours and finishes.
                                                                                                                                                                                                                                                                         ExS
            509171003
                  3.116
                                                                                                                                                                                                                                                                           ExT
          OPSM 107889




                                                                                                                                                                                                                                                                           SCOUR509171023
                                                                                                                                                                                                                                                                                 3.896
                                                                                                                                                                                                                                                                               509171022
                                                                                                                                                                                                                                                                                 WSC
                                                                                                                                                                                                                                                                               3.926
                                                                                                                                                                                                                                                                               HY




                                                                                                                                                                                                                                   9000
                                                                                                                                                                 509171245
                                                                                                                                                                 4.555
                                                                                                                                                                 SWO -90MM
                                                                                                                                                                                                                                                                           STOP509171025            9001
                                                                                                                                                                                                                                                                               3.873
                                                                                                                                                                                                                                                                               WSV




                                                                                                                                                                        9002
                                                                                                                                                                                              GYMPIE STREET
                                                                                                             ExT
                                                                                                          ExE ExW                                                                                                                                                                           9007




                                                                                                                                                                                                            ExT
                                                                                                                                                                                                                   ExE   ExW
                                                                                                                                                                                                                                                             ExT




                                                                                                                                                                                                                                                                                                                                                                             PLANTING SCHEDULE
                                                                                                                                                                                                                                                                                            STREET
                                                                                                                                                                                                                                                                               BUTLER




DRAWING SCHEDULE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D
25430 CD-000              COVER SHEET
25430 CD-001              SPECIFICATION NOTES
25430 CD-100              LANDSCAPE PLAN
25430 CD-300              CONSTRUCTION DETAILS
25430 CD-301              CONSTRUCTION DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D
      CONSTRUCTION HOLD POINTS
      Landscape Contractor is responsible for notifying Landscape Architect and arranging for progress inspections                                                                                                                                                                                                                                                                                                                                                                                                  D
      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
            · AS4419 Certification for imported topsoil
            · AS2303 Certification for advanced tree stock




                                                                                                                                                                                                                                                                                                                                                                                                                                             Revision         Date                  Amendment                      Drawn   Checked
                                                                                                                                                                                                                                                                                                                                                                                                     APPROVAL ONLY
   COVER SHEET                                                                                                                                                                                                                                                                                                                                                                                      NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                 B
                                                                                                                                                                                                                                                                                                                                                                                                                                                 C
                                                                                                                                                                                                                                                                                                                                                                                                                                                           17.11.2025
                                                                                                                                                                                                                                                                                                                                                                                                                                                           20.01.2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                           04.03.2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  For Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  For Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  For Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CS
   CD-000                                                  scale: 1:1000@A1; 1:2000@A3                                                                                                                                                                                                                                                                                                                                                           D         22.04.2026             For Approval                       LS      CS



   RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN
                                                                                                                                                                                                                                                                                                                                                                                                                                NORTH




    JOB NUMBER: 25430                                                                                                                                    CLIENT NAME: MAJP INVESTMENTS
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Section 2

                                                                                                                                                                                                                                                                                           14.    Services
LANDSCAPE NOTES                                                                                                                     10.     Containerised Plant Material - Supply and Installation                                                                                         The location of all underground or overhead services shown on these drawings are indicative only. They have been incorporated
EXTENT OF WORKS                                                                                                                     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   at the design or Council Approval stage for general information. The Landscape Contractor shall be responsible for liaising with
                                                                                                                                    nomenclature, well formed, hardened off nursery stock. They are to be container grown in potting mixture with a healthy root system and not            the Principal Contractor to determine where the 'As Constructed' location of all water, sewer, stormwater, electrical,
Contractor shall allow to carry out items of landscaping as detailed on the Landscape Plans listed on 25430 Cover Sheet CD-000. 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         communication or other existing services before commencing any excavation works.
Contractor to ensure they have the latest issue of the documents prior to tendering and construction. Contractor should also        shade hardened-off to suit their on-site growing position for a minimum period of 6 weeks. Contractor shall be responsible for replacing failed
take full account of documentation of Architectural, Civil Engineering, Hydraulic Engineering and Electrical Engineering works      plant stock within the 12 month maintenance period. It is therefore recommended that the Contractor does not accept below Standard stock               15.   Inspection Plan & Shop Drawing Review
which will be made available on site. Hard surface layout is to be at the discretion of the Project Manager. Where there is         from the Nursery/Supplier.                                                                                                                             The Contractor shall co-ordinate the following inspections with the site superintendent:
conflicting information, contact the Landscape Architect. Landscape works for this contract are to include the following:                                                                                                                                                                      - "Pre-start" - prior to commencement of works, for setout approval and construction timetable
                                                                                                                                    Ensure sufficient supply of each species shown on the drawings is available to achieve the required layout and densities, and in the event of                confirmation.
         1. Co-ordination with Other Trades and Conduit Installation                                                                supply for replacement stock due to failure, damage, unhealthy specimens or theft. Prior to plant stock arriving to site, a Nursery inspection             - Excavation inspection - at completion of excavation and drainage works and prior to topsoil addition.
         2. Removal of Debris                                                                                                       including the Landscape Architect and Landscape Contractor is required. The plant supplier is to ensure all stock (or good selection of stock) is          - Pre-planting inspection - at commencement of placement of advanced plant material.
         3. Sediment and Erosion Control                                                                                            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            - Setout inspection - at first setout of containerised plant stock.
         4. Excavation and Drainage of Planting Areas                                                                               planting.                                                                                                                                                  - "On Maintenance" - at practical completion.
         5. Topsoil - Supply and Incorporation                                                                                                                                                                                                                                                 - "Off Maintenance" - 365 days after practical completion.
         6. Soil Amendments                                                                                                         Plant stock notes:
         7. Edging to Planting Areas - where not already supplied                                                                       - Container sizes are noted as follows:-                                                                                                           Contractor to provide shop drawings and structural design certification for review and approval of any custom designed
         8. Shaping of Garden Areas                                                                                                     - Pots in millimetres.                                                                                                                             structures, furniture or fencing.
         9. Fences                                                                                                                      - Bags in litres.
         10. Containerised Plant Material - Supply and Installation                                                                     - Stock may be rejected if plants are:-                                                                                                            16.   As Constructed Requirements
         11. Street Tree Planting Location Notes                                                                                         --     Undersized proportional to specified container size or if the root system is underdeveloped.                                               The Landscape Contractor is to clearly mark up and provide the Landscape Architect any changes to the built landscape from the
         12. Garden Mulch - Supply and Spread                                                                                            --     Oversized proportional to specified container size or severely root bound.                                                                 issued construction drawings. As Constructed information is to include dimensions, materials and depths which vary from and/or
         13. Turf - Supply and Lay                                                                                                       --     Unbalanced or uncharacteristic of normal or specified growth pattern for the species.                                                      are not included on the construction issue plans. Contributed Landscape Assets are to be captured and included in the ADAC
         14. Services                                                                                                                    --     Not suitably acclimatised for the specific environment.                                                                                    survey for the development as per the Sunshine Coast Council As Constructed Data Standards and Guidelines. The Landscape
         15. Inspection Plan & Shop Drawing Review                                                                                       --     Diseased, infested with pests or suffering from other form of significant stress.                                                          Contractor is to coordinate asset capture with the Project Surveyor and allow for hold points accordingly, especially with
         16. As Constructed Requirements                                                                                                 --     Have poor root development or root defects.                                                                                                underground services. Landscape contractor is to provide the following documentation as relevant:
         17. Maintenance of Landscape Works (12 months)                                                                                 - Substitution of specified plant species only by written instruction from Landscape Architect.                                                        - Certification that all street trees comply with AS2303:2018.
         18. Landscape Carbon Emissions                                                                                                                                                                                                                                                        - Contractor to provide MDS or Product Data Sheet of any proprietary furniture or structural items.
                                                                                                                                    Implementation notes:                                                                                                                                      - Certification of supplied topsoil to AS4419
1.       Co-ordination with Other Trades                                                                                            Ensure all planting procedures result in healthy plant species within the prevailing soil, climatic and management environment of this project.            - For amended site topsoil provide delivery dockets of ameliorant to confirm quantities supplied.
Contractor is to make full allowance for the reasonable activities of other trades. Where directed by the Principal Contractor all  The following minimum is expected:
must comply with soil and erosion control measures. Contractor shall allow for the installation of electrical services for              - 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        17. Maintenance of Landscape Works
landscape lighting at the appropriate time in the construction program. Contractor shall pay due consideration to installation of          further depth of 100mm and loosen the sides of the hole.                                                                                        The Maintenance Period commences at the date of Practical Completion of Works. During the Establishment Period maintain best
irrigation lines so as to minimise disturbance to planted areas. The coordination of appropriate conduit lines forms part of this       - Remove the plant from the container with minimum disturbance to the root ball, place in final position, ensure it is central                     horticultural practices including (but not limited to) the following items where required: watering, weeding, fertilising, pest and
contract. Contractor shall take due care with any machinery to site. Particular care is to be taken with newly poured concrete             and plumb. Ensure the root ball is level with the finished surface of the soil surrounding the hole or bed.                                     disease control, mulching, pruning, rubbish removal and keeping the site neat and tidy. Rectify defects that become apparent in
curbing and with newly laid A.C. road surfacing. Any damage to existing structures or services will be rectified at the contractors     - Ensure correct placement of fertiliser requirements such as Nutri-Tech Solutions 'Life-Force Gold' + Life Force Carbon is                        the works under normal use.
expense. Any disputes will be settled by the site Superintendent.                                                                          ameliorated into existing or imported topsoil and that any water retention additive and the above fertilisers are installed as per the
                                                                                                                                           manufactures specification.                                                                                                                     The Landscape Contractor is to allow for topping up mulch, rectifying defects, top dressing sunken edges, replacing failed or
2.       Removal of Debris                                                                                                              - Thoroughly water plants immediately after planting with sea change KFF and at such times during the contract period                              under-performing plant stock at the end of the Maintenance Period. All Council controlled works to be inclusive of a twelve (12)
Site is to be cleared and is to remain clear of any deleterious material prior to commencement and throughout construction of              as required. All large stock will require a minimum of 10ltrs of water and smaller stock 5ltrs of water at the time of planting.                month maintenance program.
landscape works. Planting areas are to contain planting and selected drainage materials only and are not to contain any                 - Backfill with topsoil as specified. Lightly tamp and water thoroughly to eliminate any air pockets. Ensure that
building material waste.                                                                                                                   topsoil is not placed over the top of the rootball.                                                                                             Maintenance and Inspection Program:
                                                                                                                                                                                                                                                                                           Responsibility    Weeks after practical completion              Maintenance Inspection Frequency
3.    Sediment and Erosion Control                                                                                                   All advanced trees 25L or greater are to be certified as AS2303 compliant. Contractor to sight and supply certification to superintendent             Contractor              0-2                                           3 per week
Where directed by the Principal Contractor all must comply with soil and erosion control measures. Refer Civil Engineers             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    Contractor              3-4                                           2 per week
drawings for all sediment and erosion control measures.                                                                              the below. Trees that fail these criteria should not be planted and are to be returned to nursery                                                     Contractor              5 - 13                                        1 per week
                                                                                                                                         - Roots should be of good form and free from circling, girdling, J-rooting or other defects/abnormalities. Contractor                             Contractor              14 - onwards                                  As per established maintenance regime
4.     Excavation and Drainage of Planting Areas                                                                                            to tease out roots and prune as required to encourage healthy root development.
                                                                                                                                         - Trees are to be self supporting, of good form and health with single undamaged leader, no bifurcations or bark inclusions.                      Maintenance Program General Notes
Break up and remove any asphalt, roadbase material or excess concrete slurry from kerbing works to achieve required planting
                                                                                                                                         - Ensure trunk is not buried below flare in trunk at top of roots, contractor to scrape off excess potting mix as required.                          - Maintenance inspection frequencies are minimum.
depths. Excavate site soil as required to ensure consistent high quality planting material. Break up existing subgrade to a depth
                                                                                                                                                                                                                                                                                              - Monitor plant performance and stress constantly and take appropriate remedial action. Soil moisture
of 300mm. Any excavated planting areas are to be scarified at sides to provide anchorage for future root development.
                                                                                                                                      Collect all empty plant containers daily during planting operations, remove from site and return for nursery to re-use. Do not vary the plant              levels are critical during early establishment. Avoid over irrigating planting areas.
Additional excavation works will be required in areas of advanced plant material. Drainage is to be incorporated to all planting
                                                                                                                                      locations from those specified on the drawings unless otherwise directed by the Superintendent. Should it be necessary to vary the locations and        - Mow turf every 2 weeks.
areas that are enclosed by hard edging and not otherwise drained. Contractor should allow for drainage to all garden areas.
                                                                                                                                      spacing for any reason, immediately apply for directions by the Superintendent. Replace failed or damaged plants. This does not include                 - Prune and shape all shrubs and trees on a monthly basis as required.
                                                                                                                                      vandalised or stolen plant material - this will be replaced prior to practical completion. Trees are to be planted 20-30mm above finish level to        - Remove all stakes at 90 day inspection, or after satisfactory establishment.
5.      Topsoil - Supply and Incorporation
                                                                                                                                      allow for settling.                                                                                                                                     - Fertilise all garden beds and street trees at 3 monthly intervals.
All soils are to comply with AS 4419 Table 1 (both site topsoil and imported topsoil)
                                                                                                                                                                                                                                                                                              - Contractor shall maintain an up to date written log book to record inspection observations and actions.
Topsoil for garden areas should be a minimum 300mm depth. Where available maximise the use of soil from on site. Site topsoil
                                                                                                                                      11.    Street Tree Planting Location Notes.                                                                                                             - The log will be made available to the site superintendent, upon request, at any time for examination.
shall be screened to break up clumps, remove unwanted material and ensure soil is easy to work. Screening to take place within Locate road verge street trees in accordance with Local Authority Requirements or as indicated below:
2 weeks of requiring soil for use. Top soils are to be tested for horticultural suitability and receive appropriate amelioration if       - Minimum 2.0 metres from driveway cross over.                                                                                                   18. Landscape Carbon Emissions
required. All topsoil must be free from noxious weeds, rocks, roots, nut grass, rubbish or any other deleterious material.                - A minimum of 1.0 metre from all services to prevent root/service conflict and to provide future ease of maintenance requirements.              Reduction of greenhouse gasses created during the construction or maintenance of the landscape works and embodied
Place all topsoil in the areas directed and specified. Ensure that the topsoil is spread and graded evenly to prevent any ponding.        - A minimum of 2.0 metres from stormwater pit.                                                                                                   greenhouse gasses in materials is strongly encouraged. Contractors are to provide a written statement outlining carbon reduction
Prevent excess compaction by construction plant. Stripped site topsoil needs to be stored in piles no greater than 2m high x 3m           - A minimum of 4.0 metres from street lights.                                                                                                    measures adopted by their business which are applicable to this project. These could include items such as the following:
wide. Topsoil storage piles for storage greater than 4 months should be seeded with a suitable grass mix and screened prior to            - A minimum of 750mm behind the kerb or centrally if between footpath and back of kerb..                                                         ·        Use of electric powered equipment for construction and maintenance
use. Eradicate weeds using environmentally acceptable methods. Project Urban discourages the use of Glyphosate and is happy                                                                                                                                                                ·        Use of electric or hybrid vehicles or fleet for transportation and construction
to discuss alternative options with the Landscape Contractor. Noxious weeds need to be screened out of the topsoil prior to           12.    Garden Mulch - Supply and Spread                                                                                                              ·        Purchase of power from sustainable sources or production of own power through Solar PV cells
placement.                                                                                                                            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 ·        Use of organic fertilisers rather than petrochemical products
                                                                                                                                      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   ·        Use of low carbon concrete or materials fabricated through low carbon supply chains
6.      Soil Amendments                                                                                                               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 ·              Use of local materials with low transport carbon costs.
The Contractor shall allow to amend the garden and podium soil with the following components, to be confirmed by soils test:          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 ·                   Offsetting greenhouse gas emissions through accredited offset schemes
    - Nutri-Tech Solutions 'Life Force Carbon' - Spread a 3 - 5 mm layer of Life Force® Carbon™ over garden beds. Work into           placement against green plant stems and overflow from purpose formed edges, kerbs and pathways. Samples of all mulch types to be provided
        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 - to Landscape Architect for approval prior to installation.                                                                                           Project Urban is in the process of reviewing products that we specify to favour the use of low embodied greenhouse gas
        2 cups per tree in the hole.                                                                                                                                                                                                                                                       emissions materials. Contractors should review materials schedules and ensure their pricing reflects the specified materials.
    - Nutri-Tech Solutions 'Life Force Gold' - For Landscapes - 200 g (or 1 cup) per square metre and for Podium Media - 15           13.    Turf - Supply and Lay                                                                                                                         Substitutions of materials should consider the embodied greenhouse gas in those materials. We are happy to consider alternative
        grams per litre                                                                                                               Obtain turf from a specialist grower of cultivated turf.                                                                                             lower carbon footprint products suggested by the contractor.
                                                                                                                                      Turf notes:
7.      Edging to Planting Areas- where not already supplied                                                                              - "A" Grade turf as per Material Schedule with a minimum sod depth of 25 mm
All planting areas adjoining turf are to be edged as specified on the landscape plans or detail sheets. Edging should finish flush        - Turf to be laid within 24 hours of being cut and on day of delivery.
with adjoining finished levels and hard pavements. Round / Ease all edges where applicable.                                               - Grade turf areas evenly with falls to drains.
                                                                                                                                          - Allow for ground preparation and placement of 100mm topsoil to specification requirements.
8.       Shaping of Garden Areas                                                                                                          - Apply 'turf starter' fertiliser prior to laying (as per Manufacturer's specifications).
Planting areas are to be finished in a well mounded fashion to facilitate drainage of excess water and to show planting to best           - Lay turf parallel to slope contours with staggered, close-butted joints so that the finished turf surface is flush with
advantage. Mounds to be generally of 1:3 max and 1:5 minimum at time of practical completion.                                                adjacent finished surfaces.
                                                                                                                                          - 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
9.      Fences                                                                                                                               the end of the maintenance period.
All fences and footings to be located within private property where applicable. Fencing to common boundaries are to be                    - Water in well and roll after laying to remove undulations - ensure all joins are gap-free. Top-dress any gaps or
located on the boundary line as determined by a registered surveyor. Refer to Fencing notes and specification. Where new                     undulations with coarse washed sand.
fences are indicated on the drawings, existing fences are to be demolished, unless otherwise noted.                                       - Keep lawn moist until established and rooted in. Install temporary barriers (flagging tape) to ensure walking and driving on turf areas is
                                                                                                                                             prevented and avoided.
                                                                                                                                          - Replace failed turf and relay with new turf.

                                                                                                                                                                                                                                                                      Revision         Date                 Amendment                  Drawn       Checked
                                                                                                                                                                                                                                APPROVAL ONLY
     SPECIFICATION NOTES                                                                                                                                                                                                      NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                          B
                                                                                                                                                                                                                                                                                    17.11.2025
                                                                                                                                                                                                                                                                                    04.03.2026
                                                                                                                                                                                                                                                                                                          For Approval
                                                                                                                                                                                                                                                                                                          For Approval
                                                                                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                                                                                     CS
                                                                                                                                                                                                                                                                                                                                                     CS

     CD-001                  scale: N/A

     RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN
     JOB NUMBER: 25430                           CLIENT NAME: MAJP INVESTMENTS

Section 3

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




                                           25
                                                                    the ground. Do not place                                                       Hardwood stake: Place 600mm
                                                                    through rootball. Secure with                                                  into the ground. Do not place                                                                             50 x 50 x 2400mm HW Timber                                                                        Pull away mulch
Fertiliser: Do not allow                                                                                                                           through rootball. Secure with                                                                             stake - Place 600mm into the                                                                      from base of plant
                                                                    ties by looping in a figure
contact with roots.                                                                                                                                ties by looping in a figure eight                                                                         ground. Do not place through
                                                                    eight pattern.
                                                                                                                                                   pattern.                                                                                                  rootball. Secure with hessian ties by                                                             Form mulch berm
Topsoil blend                                                       Mulch - pull away                                                                                                                                                                        looping in a figure eight pattern.                                                                to the perimeter of
                                                                    from base of plant.                                                            Raise plant 50mm above                                                                                                                                                                                      the rootball
                                                                                                                                                   finished surface level.
Water retention additive
                                                                    Form an earthen basin                                                                                                                                                                    Raise plant 20-30mm above
                                                                                                                                                   Mulch: Pull away from                                                                                                                                                                                       Distance to local
                                                                    around base of plant.                                                                                                                                                                    top of kerb.
                                                                                                                                                   base of plant.                                                                                                                                                                                              authority requirments
                                                                                                                                                   Form an earthen basin                                                                                     Do not excavate
      01 TUBESTOCK PLANTING                                         Topsoil blend
                                                                                                                                                   around base of plant.                                                                                     within 50mm of
                                                                                                                                                                                                                                                             edge restraint or                                                                         100
   CD-300 1:10@A1, 1:20@A3
                                                                    Fertiliser: Do not allow                                                                                                                                                                 pavement.
                                                                                                                                                                                                                                                                                                                                                                 Top of Kerb
                                                                    contact with roots.                                                                                                                                                                               FSL
                                                                    Water retention additive                                                       Topsoil blend




                                                                                                                                                                                                                                        min 300
                                                                                                                                                                                                                                                                                  50




                                                                                                                                                                                                                                                                                                  300
                                                                                                                                                   Water retention additive
                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                                                                                                                    1                         Topsoil blend               1                                                            1
                                                                                                                                                   Fertiliser: Do not allow
                                                                                                                                                   fertiliser to come in                                                       1                                                              1
                                                                            02 140-300mm PLANTING                                                  contact with roots.                                                                                                                                                                                         Bio-degradable
                                                                           CD-300 1:10@A1, 1:20@A3
                                                                                                                                                                                                    width (w)                                                 Water retention additive                                                                         geo-fabric
                                                                                                                                                   10 - 20mm Drainage gravel
                                                                                                                                                                                                     2xw
                                                                                                                                                                                                                                                             100mm drainage gravel in
                                                                                                                                                                                                                                                             heavy or poor draining soils.
                                                                                                                                                                                                                                                                                                                                                               Connect drainage
                                                                                                                                                                                                                                                                                                                                                               gravel to back of kerb,
                                                                                                                                                                          03 45-200ltr PLANTING                                                              Incorporate slow release organic                                                                  subsoil drainage where
                                                                                                                                                                                                                                                                                                                                                               applicable
                                                                                                                                                                         CD-300 1:10@A1, 1:20@A3                                                             fertilizer and water retention
                                                                                                                                                                                                                                                             additives to backfill per
                                                                                                                                                                                                                                                             Manufacturer's recommendations




                                                                                                                                                                                                                                                                                              04 STREET TREE PLANTING
                                                                                                                                                                                                                                                                                          CD-300 1:10@A1, 1:20@A3
                                                                                                                                                                                                                                                                                                 All trees to have 100% NATSPEC inspection prior to delivery to site

FSL
                                                       Mulch
                                                       - to 100mm depth                        Notes:                                                          F.S.L.




                                                                                                                                                                                 (X)
                                                                                               - All timber to be CCA pressure treated to
                                                                                               AS1604, Hazard 5, rough sawn pine.
                                                        Soil blend or site topsoil             - All timber edges to be arissed to comply with                                             Timber edge
                                                        - to 300mm depth                       council standards.
                                                                                               - All timber ends to have one coat of Cuprinol                                              Stakes
                                                                                               or equal prior to installation.
                                                        Cultivated subgrade                    - Stakes to be 400mm into ground at max.                                                    Existing/compacted
                                                        - to 150mm depth                       1200mm centres, or as required to obtain                                                    /subgrade/subase
                                                                                               smooth curves. Top of stake to finish 20mm
                                                       Notes:                                  below top of timber edge. Where timber edges
                                                       -Refer Materials & Finishes             meet at corners provide double stakes.
                                                       Schedule for fertiliser                 - All fixings to be hot dipped galv.
                                                       application requirements                - Leading edge is to be free of burrs and
                                                                                               splinters.
                  05 GARDEN BED PROFILE                                                                                                                                                                                                                 Mulch - refer to Specification.
                CD-300 1:10@A1, 1:20@A3                                                                                                                                                                                                                 Cut angle to be nom. 85°
                                                                                                                                                                                                                                                        Cut depth to be nom. 100mm
                                                                                                                                                                                                                                                        Turf - refer to
                                                      Turf as specified                        TIMBER EDGE       STAKES       (X) = Height above                                                                                                        Specification.
                                                                                                    38             50         finished surface level     FIXINGS
                                                                                                                                                                                                                                                        Topsoil - refer to
                                                                                                                                                             50mm Bugle Headed                                                                          Specification.
                                                                                                                                  FLUSH
                                                      Topsoil                                                                                                Batten Screws.
                                                                                                                                                                                                                                                    °
                                                                                                                                                                                                                                                  85
                                                                                               100




                                                      - to 100mm depth                                                            20mm                       75mm Bugle Headed




                                                                                                                                                                                                                                                                                 100
                                                                                                                                                             Batten Screws.
                                                      Cultivate subgrade                                                          100mm
                                                                                                                                                             100mm Bugle Headed
                                                      - to 150mm depth                                                            150mm                      Batten screws.
                                                                                                 100x38mm
                                                      Existing subgrade
                                                                                                                50x50mm



                    06 TURF PROFILE                                                                                              07 EDGE TYPE 1                                                                                     08 EDGE TYPE 2
                  CD-300 1:5@A1, 1:10@A3                                                                                       CD-300 1:5@A1, 1:10@A3                                                                              CD-300 1:10@A1, 1:20@A3
                                                                                                                                      Timber garden edge                                                                                  Spade cut garden edge

                                                                                                                                                                                                                                                                                   Revision                Date              Amendment                         Drawn         Checked
                                                                                                                                                                                                                                              APPROVAL ONLY
  CONSTRUCTION DETAILS                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                                                                                        17.11.2025
                                                                                                                                                                                                                                                                                                        04.03.2026
                                                                                                                                                                                                                                                                                                                           For Approval
                                                                                                                                                                                                                                                                                                                           For Approval
                                                                                                                                                                                                                                                                                                                                                                 LS
                                                                                                                                                                                                                                                                                                                                                                 LS
                                                                                                                                                                                                                                                                                                                                                                               CS
                                                                                                                                                                                                                                                                                                                                                                               CS

   CD-300                                                                 scale as noted

  RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN
   JOB NUMBER: 25430                            CLIENT NAME: MAJP INVESTMENTS

Section 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                   FEN-1                                                                                                                                                                                             FEN-1                                                                                                                                                                              LANDSCAPE PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ExS
                                                                                                                                                                                                                                                                                                                         S150                       S150                     S150                 S150                  S150            S150                    S150                     S150                        S150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                T1 - Turf Type 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         T1
                             509171245
                             4.555
                              SWO -90M
                                       M




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    50917200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2.312
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STN.U -TEM
                                                                                                                                                                          4000mm Ø mulch ring                                                                                                                                                                                                                                                                                                                                                                                                                                           EG-1    EG-1 - Edge Type 1
9002




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5
               1 XAN chr                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Refer to detail




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P
                                                                                                                                                                          (100mm depth)




                                                                                                                                                                                                                                                                                                       S150
                                                                              T1
                                                                                                                                                                          around existing trees.                                                                                                                                                                                                                                                                                                                                                                                                                                                EG-2 - Edge Type 2




                                                                                                                                                                                                                                                                               50917200
                                                                                                                                                                                                                                                                               4.317
                                                                                                                                                                                                                                                                                STN.U -TEM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EG-2    Refer to detail




                                                                                                                                                                                                                                                                                        2
                                                                                                      Tr1                                                                                                                        1




                                                                                                                                                                                                                                                                                           P
                                                                                                                            E
                                                                                                                                                                                                                               600m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FEN-1   FEN-1 - Fence Type 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Refer to detail
                  1 XAN chr                                                                                                                                                                                                                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                       S150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1038m²                                                                                                                                                              GB1 - General Planting Type 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GB1     Deep Planting
                                                                                          P3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DSB - Drainage Swale Batter
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DSB     Planting




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                      T1
                                                                                                                            E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Mulch Only




                                                                                                                                                                                                                                                                                                       S150




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FEN-1
                                                                                                                                                Driveways to be installed to
                                                                                                                                                Noosa Council standards.
                                                                                                                                                Minimise root disturbance                                                                                                                                                                                                                                                                                                                                                                                                                                                                       P1 - Paving Type 1
                                                                                           P3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EMT
                                                                                                                                                in consultation with arborist                                                                                                                                                                                                                                                                                                                                                                                                                                                            P1     Light Wash Exposed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Coloured Concrete




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P2 - Paving Type 2
                                                                        Tr2




                                                                                                                                                                                                                                                                                                       S150
                                                                                                                                                                                                                                 2                                                                                                  4                                                              5                                                                                                                                                                                                                                     P2     Broom Finished
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EG-1              EG-1                                                               Coloured Concrete
                                                                                                                                                                                                                               600m²                                                                                              711m²                                                          824m²                                                                                                                      30 DIA BRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                           Electrical conduit                                                                                                                                                                                                                                                                                                                                                                                                                                                   P3 - Paving Type 3
                                                                                                                            E




                                                                                               T1                                                                          installation through root                                                                                                                                                                                                                                                                                                                                                                                                                   43                P3     Broom Finished
       Existing large street trees                                                                                                                                         zones to be completed as                                                                                                                                                                                                                                                                                                                                                                                                                 T16321                      Plain Concrete
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        P1                                                                      GROUNDCOVERS/SHRUBS
       to be retained. Arborist                                                                                                                                            per arborist report and                                                                                                                                                                                                                                                                                                                                                                                                             10 WES GB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
       to advise on driveway                                                                                                                                               under arborist supervision.




                                                                                                                                                                                                                                                                                                       S150
                                                                              ExE
       location
            ExT and construction
                      ExE
                                                            ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GRASSES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
       methodology to preserve                                                                                                                                                                                                                                                                                                           42
                                                                                                                                               Where driveways are finished                                                                                                                                                                                                                                                                                                                                                    30 DIA BRE
       tree integrity.                                                                                                                                                                                                                                                                                                                RP867323                                                                                                                                 7                                       30 LOM SHA
                                                                                                                                               above existing levels - taper                                                                                                                                                           5897m²                                                                                                                               1080m²                                                                                                                                                              HEDGES
                                                                                                                                               turf down to sides at max.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                               1:4 with sandy loam soil.
                                                                                               P3                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10 LOM KB                        TREES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
       Location and                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING TREE TO BE RETAINED
                                                                                                                                                                                                                                 3                                                                                                                                                                                                                                                                                                                                                                             10 CAL RR                        AND PROTECTED
       construction of driveways




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
                                                                               T1                                                                                                                                              600m²                                                                                                                                                                                                                                                                                              30 LOM SHA
                                                                                                                            E




       to avoid damage to                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   19 DIA BRE
       existing street trees as                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING TREE TO BE REMOVED
       much as is practicable                                                                   Tr3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                                                                                                                        24 DIA BRE
                                                                                                                                                                                         509172001




                                                                                                                                                                                                                                                                        5 HAR MH
                                                                                                                                                                                         4.627
                                                                                                                                                                                          STN.U -TEM




                                                                                                                                                                                                                                                                                                                          5 LOM KB
                                                                                      7 WES AB                                                                               19 LOM SHA                                                 7 LOM KB                       5 WES AB                                           18 DIA BRE                                                                                                                                                                                                                                    P2
                                                                                                                                                                                                     P




                                                                                      5 LOM KB                                                                            5 LOM KB                                                                                                                                                                          EG-1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                       5 WES AB                     10 HAR MH
                                                                                19 LOM SHA                                                                                        EG-1                                         19 DIA BRE                                                                                       5 HAR MH
                                                                                                                                                                                                                                                                                                                                        E                                                                                                                                                                                                                                                                      10 LOM KB
                                                                                                                                                                                                                                                                            EG-1
                                                                                                                                                                              E                                    E                               E                                E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             30 DIA BRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
               W100                        W100                                 W100                                                                                       W100                          W100                W100                  W100                                                                                                    P2
                                                                                   9000




                                                                                                                                                                                                                                                                                                                                 P1
                                                                                                    1 TRI LUS                                                                                                                       P1     1 MEL mal
                                                                                                       15 DIA BRE                                                                                                                                                                                                                5 LOM KB                                                 T1                                                                                                             BASIN LOT                              P1
                                                                                                                                                                                  P2                                                        10 HIB GS                                                         P2                                                                                                                                                                                                                                                                                               10 WES GB
                                                                                                        16 HAR MH                                                                                                                                               1 TRI LUS                                                                                                                                  SWD
                                                                                                                                                                                                                                                                                                                                                                                                                  SWD             SWD   SWD         SWD   SWD         SWD    SWD         SWD      SWD         SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           190m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SWD

                                                                                                                                                                                                                                         20 LOM SHA                                                                                                             EG-1
                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                  1 TRI LUS                                                                                  1 MEL mal                                                                                 SWD
                                                                                                                                                                                                                                                                                                                                                                                    SWD
                                                                                                                                                                                                                                                                                                                                                                                          SWD
                                                                                                                                                                                                                                                                                                                                                                                                                           EG-2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                                                                                                                                                                                                                SWD

                                                                                                                                                                                                                                                                                                                                                                                                                                                       DSB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                          30 DIA BRE                                                     30 LOM SHA                                             30 DIA BRE                     30 LOM SHA                    38 DIA BRE                                                              FEN-1                                                                                            FEN-1                                                             19 LOM SHA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                           GYMPIE STREET




                                                                                                                                                                                                                                                                                                                                                                                      5 TRI LUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            30 LOM SHA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10 LOM KB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            34 DIA BRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                P2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        P2                                     10 CAL RR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 TRI LUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FEN-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             30 DIA BRE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EG-2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DSB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                                       48                                                                                 39                                                                                            40                                                                           41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10 LOM KB
                                                                                                                                                                                                    RP867323                                                                           RP867323                                                                                      RP867323                                                                     RP867323




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 TRI LUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FEN-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10 WES GB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            30 LOM SHA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     P1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ExT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FEN-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 TRI LUS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SWD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               10 LOM KB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    5 LOM KB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        P2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W100
                                                           ExD




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                            ExS                                                           ExS                                                                              ExS                                    ExS                              ExS                                         ExS                              ExS                                    ExS                                 ExS                                ExS                                  ExS                                         ExS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1 TRI LUS                                                                                                 12 CAL RR
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                                                                                                                                                        SCOUR50917




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                                                                                                                STOP50917




                                                                                                                                           50917
                                                                                                                                           3.926




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                                                                                                                                      HY




                                                                                                                                                                                                                                                                                                                                        509171031




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ExW
                                                                                                                                                                                                                                                                                                                                        3.217




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              509171095
                                                                                                                                             3.896




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.263



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.487
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                ExT                                                 ExT                                                                                                                                  ExT                             ExT                         ExT                                           ExT                                 ExT                                     ExT                             ExT                              ExT                                     ExT               20 HIB GS ExT
                                                                                                        3.873




                                                                                                                                                 1022
                                                                                                        WSV




                                                                                                                                                                   1023




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4
                                                                                                                    1025




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         28 LOM SHA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 10
                                                                                                                                                                                                                                                                                                                                BUTLER STREET                                                                                                                                                                                         P3
                                                                 9007




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Revision                    Date                                   Amendment                                                           Drawn   Checked
                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVAL ONLY
        LANDSCAPE PLAN                                                                                                                                                                                                                                                                                                                                                                                                  NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        17.11.2025
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20.01.2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        04.03.2026
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                For Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                For Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                For 

Section 5

Approval
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CS
         CD-100                                            scale: 1:200@A1; 1:400@A3                                                                                                                                                                                                                                                                                                                                                                                               D                    22.04.2026                              For Approval                                                            LS      CS



        RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN                                                                                                                                                                                                                                                                                                                                                                                                    NORTH


         JOB NUMBER: 25430                                                                          CLIENT NAME: MAJP INVESTMENTS

Section 6

                                                                                                                                                              Paling - refer to notes
                                                                                                                                                              Post - refer to notes


                                                                                                                                             CAR PARK SIDE
                                                                                                                                                              Rail - refer to notes
                                                                                                              ROAD SIDE
                                                                                                                                                                                                Fence Type 2 Notes:
                                                                                                                                                                                                1. Palings to be ACQ pressure treated pine 100 X 25mm to AS1604
                                                                                                                                                                                                Hazard 3. Fix palings with 2 (No.) 50mm x 2.5mm screw shank or




                                                                                                                       100
                                                                                                                                                                                                ring shank HDG nails to each rail.




                                                                                                                              50
                                                                                                                                                 G.L.
     eq.




                                                                                                                                                                                                2. Paling locations are to be fixed to rails and sleepers as above.
                                                                                                                                                              Footings - Round top of           Overlap of palings to be 30mm. Bottom of palings to overlap
                                                                                                                                                              footings to shed water.           sleeper by 50mm.
                                                                                                                                                              - Refer to Engineer's drawings.   3. Posts to be ACQ treated HWD to AS1604, Hazard 5, refer




                                                                                                1800
                                                                                                                                                                                                Specification. All post to have no heart (50mm from centre of pith).
                                                                                                                                                                                                Aris all edges. All posts to be 100 x 100mm, evenly spaced with a
                                                                                                                                                                                                maximum spacing of 2400mm.
                                                                                                                                                                                                Corner posts and end posts to have footings to a depth of
     eq.




                                                                                                                                                                                                1200mm.
                                                                                                                                                                                                4. Rails to be ACQ treated Pine to AS 1604, Hazard 3 100 x 50mm
                                                                                                                                                              Capping - 100x25mm                as per spec. Butt join rails as shown on alternative posts where
                                                                                                                                                                                                possible. Screw rails to posts with 1(No.) Type 17 100mm Bugle
                                                                                                                                                              Post




                                                                                         100
                                                                                                                                                                                                Head Batten Screws. Aris all edges.




                                                                                                                        25
    G.L.
                                                                                                                                                                                                5. Capping to be ACQ pressure treated pine to AS1604, Hazard 3




                                                                                                                             100
                                                                                                                                                              Rail
                                                                                                                                                                                                100 x 25mm. Screw capping to rail with 1(No.) Type 17 Bugle Head
                                                                                                                                                              Paling                            Batten Screws @ 600 cts. Arris all edges.
                                                                                                                                                                                                6. Fittings are to be hot dipped galvanised for all screws and
                                                                                                                                                                                                fittings. Coat with a film of grease or a bitumestic product before




                                                                                         1000
                                                                                                                                                                                                use.
                                                                                                                                                                                                7. All surfaces to be painted along internal & top facing surfaces.
                                                  10mm dia. Gravel                                                                                                                              Prior to installation paint specified in Materials and Finishes


                                                                               nom.100
                                                                                                                                                                                                Schedule.

                                                                                                         ROAD SIDE
             350dia.
                                        max.2400 centres                                                                                                      Paling

                                                                                                                                                              Rail
                                                                                                                                                              Capping rail over
                        09 FENCE TYPE 1                                                                                                                       Post
                       CD-301 1:20@A1, 1:40@A3                                                         CAR PARK SIDE
                              1.8m high timber paling fence
                                                                                                                                   Butt join rails as shown




                                                                                                                                                                                                Revision         Date                   Amendment                      Drawn   Checked
                                                                                                                                                                     APPROVAL ONLY
CONSTRUCTION DETAILS                                                                                                                                             NOT FOR CONSTRUCTION
                                                                                                                                                                                                    A
                                                                                                                                                                                                    B
                                                                                                                                                                                                              17.11.2025
                                                                                                                                                                                                              04.03.2026
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                      For Approval
                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                         LS
                                                                                                                                                                                                                                                                                 CS
                                                                                                                                                                                                                                                                                 CS

CD-301                                                        scale as noted

RESIDENTIAL SUBDIVISION - 12 GYMPIE STREET, TEWANTIN
JOB NUMBER: 25430               CLIENT NAME: MAJP INVESTMENTS

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