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LA001-Project-Details-Rev.A
SITE LOCATION PLAN GENERAL NOTES LEGEND AMENDMENTS
Rev Date Description By
1. All Landscape drawings are to be read in conjunction with the drawing packages from the project consultant team and local authorities A 09.09.21 Operational Works FG
Garden Bed KR Kickrail
(GCCC standard drawings - referenced), amended drawings shall supersede all previous revisions.
2. All dimensions and levels to be verified on site prior to commencement of the works. All dimensions are in millimeters; use figured
dimensions do not scale from drawings. Turf Concrete Edge
3. All items used in the works are to be used, fixed, installed, applied etc in accordance with the manufacturer's written specifications.
4. Determine the location of all existing services prior to the commencement of any excavation works. The location of all
underground/overhead services shown on these drawings is indicative only. Biofiltration Basin BBQ
5. Grade all planting and hardscape areas evenly in the direction shown and as per detail requirements. Direct all surface falls away from
building; all pathways or designated paths of travel to have max. crossfall of 1:40 as per the requirements of AS 1428.1
6. For all elements contained within the drawings (materials and finishes) refer schedules on the drawings. Water Access Easement Free Standing Boulder
7. Service pits to streetscape areas are to meet the requirements of the GCCC standards. All other service pits occurring within the
development in pavements shall be deep pan infill lids with pavements to match adjacent type/finish.
8. Materials and Finishes: Refer Finishes Schedules shown on plans for elements nominated within the landscape drawings. FFL 12.400 Finish Surface Level SE1 Seat Type 1
- Refer detail/specification for type
9. Design for access and mobility - all external works to comply AS 1428 parts 1 to 4. Longitudinal grades - ramps 1:14 max with
handrails/kerbrails, walkways 1:20 max and crossfall grades no steeper than 1:40. Internal footpath construction must be supervised
and certified by a Registered Professional Engineer Queensland (RPEQ) and the certification provided to Council. Existing Tree to be Boulder Retaining Wall
retained - Refer detail/specification for type
10. Slip resistance - all pavements are to achieve minimum slip resistance ratings to meet Australian Standard HB 197 (Pendulum 'W' and
R10 for walkways, Pendulum 'V' and R11 for ramps)
Proposed Tree Subsoil Drainage
11.
12.
Drainage - refer civil and hydraulic engineers drawings for all stormwater drainage locations and sizings etc.
Structural elements referenced in these drawings (concrete work, paving, walls, subgrades, joints and footings) - refer structural
- Refer detail/specification for type CONTACTS
engineers documentation. Slab Tile Drainage Pit with Grate
13. Refer architectural specification for all waterproofing requirements for external applications. T1
- Refer detail/specification for type
TEAM LEADER
14. Soil blends are to comply with AS 4419 requirements and all mulch to comply with AS 4454, Contractor is required to provide soil and ROB HENDERSON
mulch certifications. Deck
15. Handrails - are to meet the requirements of AS 1428 (provide shop drawings for architectural review prior to fabrication) P 07 3216 0606
16. Footpath crossovers are to comply with Local Authority requirements.
17. Irrigation system - There is no irrigation service for this project; the Contractor is responsible for watering plants etc PA1 Paving Type 1 - Vehicle E [email protected]
(manually/watertruck) during the establishment period. - Refer to specification for type
18. Streetscape Works - install streetscape works as per drawings and in accordance with GCCC requirements. Refer Engineering
drawings for street lighting, roadway and bus stop installation requirements. PA2 Paving Type 2 - Vehicle
- Refer to specification
Pedestrian Shared for type
19. Setting out of the Works - The Contractor is to engage a suitably qualified Surveyor for the setting out of landscape elements using
coordinate points supplied in Setout Drawings and Tables. An electronic AutoCAD base plan can be supplied upon request.
20. Establishment and Maintenance - Planting Establishment Period is 13 weeks - duties include but not limited to maintenance of plants PA3 Paving Type 3 - Public Pedestrian
- Refer to specification for type
and mulched areas, replacement of plants which have failed or been damaged, watering, weeding, mowing, fertilising, pest and
disease control. Defect Liability for hardscape elements and advanced tree stock (400L or larger) is 52 weeks. m
PA4 Paving Type 3 - Pedestrian
- Refer to specification for type
PA5
- Refer to specification for type
Takura Mulch
- Refer to specification for type
GENERAL POOL NOTES Gravel
- Refer to specification for type
1. All Pool D&C drawings / specifications are to be read in conjunction with associated drawing packages from the project consultant
team. Amended drawings shall superceded all previous revisions.
2. All dimensions and levels to be verified on site prior to ordering / fabrication and commencement of works.
FT1 Fence Type 3
- Refer detail/specification
All dimensions are in millimeters; use figured dimensions do not scale from drawings. for type
3. Determine the location of all existing services prior to the commencement of any excavation works. The location of all underground
FT2 Fence Type 2
services shown on these drawings is indicative only. - Refer detail/specification
4. Hydraulic Services associated with the Pool D&C works (ie. top up water supply, Pool heating etc) for type
Refer - Hydraulic Engineers Drawings / Specs. FT3 Fence Type 3
5. Structural Elements referenced in these Pool D&C drawings (ie. concrete work,walls, subgrades, joints and footings etc) Refer - - Refer detail/specification
Structural Engineers Drawings / Specs. for type
6. Electrical Services associated with the Pool D&C works (ie. Power supply for pool filtration, Lighting etc) - Refer Electrical Engineers FT4 Fence Type 4
Drawings / Specs Note; All pool fencing, support structures and other fixed conductive materials near to pool; apply wiring rules - Refer detail/specification
standard AS/NZ 3000 for equipotential bonding (earthing). The installation of equipotential bonding may only be undertaken by a for type
licensed electrician.
7. Refer Architectural specifications for all waterproofing requirements for external applications.
8. Pool D&C works to comply Disability (Access to Premises - Buildings) Standards 2010
(Part D3 Access for people with a disability, D3.10 Swimming Pools, PART D5 Accessible water
entry / exit for swimming pools).
9. For all elements contained within these drawings (materials and finishes ) refer Pool Design & Construction Works Specification.
DRAWING LIST
No. TITLE No. TITLE
Project Information Details
000 Cover Sheet 801 Details - Softscape
001 Project Details 810 Details - Hardscape
002 Proposed Stage Plan 820 Details - Stairs & Walls
830 Details - Pool & Water Feature
Surface Treatment Plans 840 Details - Structure
201 Surface Finish Treatment Plan 850 Details - Furniture
This drawing is protected by copyright. Form Landscape Architects Pty Ltd
860 Details - Fence
retains the Copyright and Intellectual Property Rights. All rights reserved.
Drawings shall not be used for construction purposes until issued by Form
Planting Plans 870 Details - Custom Landscape Architects Pty Ltd as "FOR CONSTRUCTION". Use figured
dimensions only. Do not scale off this drawing. Verify all dimensions on site.
601 Planting Plan Report any discrepancies to the Landscape Architect for decision before
proceeding with any work.
Specification, Plant Schedule & Palette
Not For Construction
Sections & Elevations 900 Specification and Plant Schedule
700 Section 910 Material Schedule
920 Plant Palette
Form Landscape Architects
900 Ann Street [email protected]
Trinity Lane, via Church Street ABN 29 097 234 305
PO BOX 393 ACN 097 234 305
FORTITUDE VALLEY, QLD 4006 formla.com.au
T 07 3216 0606
CLIENT
Deluca
PROJECT
Noosa Youngcare
32 Viewland Drive
Noosa Heads
DATE PROJECT NORTH
Sept '21
SCALE
1:100@A1
0 1 2 5M
DRAWING TITLE
Project Details
DRAWN CHECKED BY PHASE
FG RH OPW
PROJECT NO. DRAWING NO. REVISION
191206 001 A
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