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Landscape Specification
LANDSCAPE SPECIFICATION - SUNRISE BEACH RAC Prepared for BLUECARE 17th March 2023 URB-SPC-LAN-P0025138
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DOCUMENT CONTROL
Revision Date Description Written by Approved by
A 08/10/2020 DESIGN DEVELOPMENT 100% Simon Glen Power
Madigan
01 04/10/2021 FOR TENDER - DRAFT Simon Simon
Madigan Madigan
02 08/10/2021 FOR TENDER Simon Simon
Madigan Madigan
03 17/11/2021 FOR TENDER Simon Simon
Madigan Madigan
04 10/10/2022 FOR CONSTRUCTION Simon Simon
Madigan Madigan
05 17/03/2023 FOR CONSTRUCTION Simon Simon
Madigan Madigan
URB-SPC-LAN-P0025138
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URB-SPC-LAN-P0025138
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CONTENTS DOCUMENT INFORMATION Document Project Sunrise Beach RAC Client Bluecare Project code P0025138 Document number URB-SPC-LAN-P0025138 Issue For FOR CONSTRUCTION Urbis contact information Document prepared by Urbis Pty Ltd ABN No 50 105 256 288 Address Level 32, 300 George Street, Brisbane, QLD, 4000 Director Glen Power [email protected] Associate Director Sam Burns [email protected] Client details Client name Bluecare Address Grasstree Court, Sunrise Beach, QLD 4567 URB-SPC-LAN-P0025138
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CONTENTS
CONTENTS
DOCUMENT CONTROL ............................................................................................................................................ 2
DOCUMENT INFORMATION .................................................................................................................................... 4
CONTENTS ................................................................................................................................................................ 5
1. NOTES TO THE TENDERER ............................................................................................................................. 7
1.1. Scope of Work .......................................................................................................................................... 7
1.2. Definitions ................................................................................................................................................. 7
1.3. Qualification .............................................................................................................................................. 7
1.4. Tender contract ......................................................................................................................................... 8
1.5. Site Conditions .......................................................................................................................................... 8
1.6. Variations .................................................................................................................................................. 9
1.7. Local Business Notes ............................................................................................................................... 9
2. QUALITY AND RESPONSIBILITIES ................................................................................................................. 10
2.1. Responsibility .......................................................................................................................................... 10
2.2. Existing works ......................................................................................................................................... 10
2.3. Workmanship & Quality .......................................................................................................................... 10
2.4. Safety & Conduct .................................................................................................................................... 10
2.5. Environmental Protection ........................................................................................................................ 11
2.6. Access and Traffic Management............................................................................................................ 11
2.7. Changes to the design ........................................................................................................................... 12
2.8. Regulations and Notification of relevant authorities............................................................................... 12
3. EXECUTION OF WORK ................................................................................................................................... 13
3.1. Site Preliminary Works ............................................................................................................................ 13
3.2. Demolition, Preparation, Groundworks .................................................................................................. 13
3.3. Earth works ............................................................................................................................................. 13
3.4. Subgrade ................................................................................................................................................ 14
3.5. Timber works .......................................................................................................................................... 14
3.6. Artificial Timber works ............................................................................................................................. 14
3.7. Concrete Works ...................................................................................................................................... 15
3.8. Granite Works ......................................................................................................................................... 20
4. PRELIMINARIES ............................................................................................................................................... 21
4.1. Program .................................................................................................................................................. 21
4.2. Site, Drawing and Report Examination................................................................................................... 21
4.3. Dilapidation Survey ................................................................................................................................. 21
4.4. Documentation by the Contractor .......................................................................................................... 21
4.5. Suppliers ................................................................................................................................................. 22
4.6. Material Samples & Finishes .................................................................................................................. 22
4.7. Material and Soil Testing & certification ................................................................................................. 22
4.8. Setting Out .............................................................................................................................................. 22
4.9. As Constructed and Record Drawings................................................................................................... 22
5. COVER PAGE CONSTRUCTION SECTION .................................................................................................... 24
6. EXISTING TREE PROTECTION ....................................................................................................................... 25
6.1. General Specifications ............................................................................................................................ 25
6.2. Tree Protection Types ............................................................................................................................. 26
7. TREE REMOVAL .............................................................................................................................................. 27
7.1. General Specification.............................................................................................................................. 27
7.2. Tree removal works................................................................................................................................. 27
8. DRAINAGE ....................................................................................................................................................... 28
8.1. General Specifation ................................................................................................................................ 28
8.2. Drainage types - Drains .......................................................................................................................... 28
URB-SPC-LAN-P0025138
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CONTENTS
9. EDGES ............................................................................................................................................................. 30
9.1. General Specifications ............................................................................................................................ 30
9.2. Edge Types ............................................................................................................................................. 30
10. PAVEMENT ...................................................................................................................................................... 31
10.1. General Specifications ............................................................................................................................ 31
10.2. Pavement Types ..................................................................................................................................... 34
11. WATERFEATURES & POOL FINISHES ........................................................................................................... 38
11.1. General Specifications ............................................................................................................................ 38
11.2. Water Feature types................................................................................................................................ 39
12. FURNITURE ..................................................................................................................................................... 41
12.1. General Specifications ............................................................................................................................ 41
12.2. Furniture types ........................................................................................................................................ 41
13. FENCES ........................................................................................................................................................... 43
13.1. General Specifications ............................................................................................................................ 43
13.2. Fence types ............................................................................................................................................ 43
14. SOIL ................................................................................................................................................................. 46
14.1. General Specifcation .............................................................................................................................. 46
14.2. Soil Types................................................................................................................................................ 48
15. GARDENS ........................................................................................................................................................ 54
15.1. General Specification.............................................................................................................................. 54
15.2. Garden Types ......................................................................................................................................... 55
16. TURF ................................................................................................................................................................ 56
16.1. General Specifications ............................................................................................................................ 56
16.2. Turf Types ............................................................................................................................................... 57
17. PLANTING ........................................................................................................................................................ 58
17.1. General Specifications ............................................................................................................................ 58
17.2. Plant Installation ...................................................................................................................................... 59
18. IRRIGATION SYSTEM ...................................................................................................................................... 61
18.1. General Specifications ............................................................................................................................ 61
18.2. Irrigation types ........................................................................................................................................ 61
19. LIGHTING ......................................................................................................................................................... 63
19.1. General Specifications ............................................................................................................................ 63
19.2. Lighting types ......................................................................................................................................... 63
20. ESTABLISHMENT MAINTENANCE ................................................................................................................. 64
20.1. General.................................................................................................................................................... 64
20.2. Tree transplanting / protection maintenance ......................................................................................... 64
20.3. Establishment Maintenance Log ............................................................................................................ 65
20.4. Establishment Maintenance Tasks......................................................................................................... 66
21. HOLD POINT.................................................................................................................................................... 69
21.1. Hold point schedule................................................................................................................................ 69
22. INSPECTIONS .................................................................................................................................................. 71
22.1. Inspection schedule................................................................................................................................ 73
URB-SPC-LAN-P0025138
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CONTENTS
1. NOTES TO THE TENDERER
The following specification outlines the tender, construction and maintenance instructions for the Contractor
to undertake Landscape Works as documented by the URBIS document set.
1.1. SCOPE OF WORK
The scope of works is described in the Landscape Works Package which includes:
• These Specification Notes
• Plant Schedule
• Drawings;
and any other documentation, which may be issued during the tender period and the construction of the
works. Refer also to documentation prepared for the project by other Consultants.
It includes carrying out all work necessary for proper completion of the works shown in this package.
1.2. DEFINITIONS
‘Contractor’ means a person, business or company who has entered into a Contract
with the client to provide landscape works as described in the Contract, the
contract drawings and contract specification. This includes employees, sub-
contractors and agents of the person, business or company
‘Landscape Architect’ means the nominated representative of URBIS working on behalf of the
client through whom all communications in relation to work under the
contract shall be given
‘Project Manager’ means the nominated Client representative of through whom all
communications in relation to work under the contract shall be given
‘Superintendent’ means the nominated representative of the contractor through whom all
communications in relation to work under the contract shall be provided
‘The Works’ the activities included in the Contract that have been outlined in the tender
documentation inclusive of this specification
‘The Site’ the area where the contracted works are to be undertaken
‘Establishment Period’ equivalent to the specified maintenance period
‘Defects Liability Period’ equivalent to the specified maintenance period
‘Sub grade’ means the level at the underside of garden topsoil
1.3. QUALIFICATION
Contractor’s personnel shall be suitably qualified and competent in all aspects of landscape works and shall
be conversant with all relevant Australian Standards and other revenant relegations / guidelines.
Landscape works must be supervised by an onsite qualified foreman who is experienced in this work. The
whole of the work must be executed to the requirements of the specification.
URBIS
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CONTENTS
Landscape Qualified Person is:
• For Supervising landscape construction and establishment works - is considered to be a person with 5
years current experience in commercial landscape construction projects.
• For undertaking rehabilitation construction and establishment works - is considered to be a person with 5
years current experience in commercial land revegetation and regeneration.
• For being the supervising Project Arborist and preparing arboreal certification - is considered to be a
person with level 5 AQS qualification in Arboriculture and a minimum 5 years current experience in tree
protection, hazard identification / mitigation and NATSPEC (Guidelines: Specifying Trees) assessment.
• For assessing and certifying soil quality - is considered to be an Agronomist with 3 years current
experience in soil testing
• For all maintenance work to new and existing trees – is considered to be an arborist with formal
qualifications (Level 3 Australian Qualification Framework) or at least five (5) years recognised
experience in Arboriculture.
1.4. TENDER CONTRACT
The lowest cost of any tenderer will not necessarily be awarded the project. If the project is to be awarded to
a Tenderer, that Tenderer must first supply fully completed schedules, all required supporting information
and then will be required to enter a formal contract with the Principal/ Client.
During the tender period the Tenderer is encouraged to offer alternative methods and materials to those
specified in this Specification where such alternatives can be shown to either reduce materials costs,
improve quality, reduce construction time and or save money while maintaining quality and design intent.
Provide these alternatives and their specific benefits in a separate letter or spreadsheet to this Specification
for review and discussion during the tender assessment period.
No alternative products are to be substituted for specific products listed in this schedule for the
inclusion of the tender. Any substitutions recommendations are to be listed separately with their
costs, as above.
List inclusions in detail including preliminaries and any other works or costs, and costs allowed for each, that
make up your total price shown for the documented works.
It is the Tenderer's responsibility to calculate all quantities and include all materials necessary to carry out
the works. Provide for all inspections, fees, escorts and permits required by Federal, State and local
authorities in supply, transport and handling of the specified materials. Where quantities are given, they are a
guide only and do not form part of the contract.
Report to the Project Manager and Landscape Architect of the adequacy of the documentation issued and
any discrepancies or shortfalls in information. Failure to report will imply unqualified acceptance and
understanding.
The Contractor is to be fully insured and make all required provision for Workers Compensation. If
requested, proof must be provided to the Project Manager.
At the point of Practical Completion prepare and supply to the Contract Administrator / Project
Manager as installed drawings in "Dwg" CAD and also PDF format for all works. The cost for the
production of these documents are the responsibility of the Contractor.
1.5. SITE CONDITIONS
The Tenderer is deemed to have visited the site to determine the nature of the work and to have verified and
made due allowance for the following conditions:
URBIS
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CONTENTS
• Existing site conditions;
• Site access and storage requirements.
Confirmation of any required information to form the scope of works and tendered price, to be undertaken
during the tender process.
1.6. VARIATIONS
If the Tenderer intends to claim additional time and/or cost arising out of latent conditions, requests to carry
out additional works, instructions or any other circumstance then they must notify the Project Manager and
Landscape Architect in writing. The Project Manager is not obliged to make any additional payment or accept
any increase in the contract period unless agreed prior to the Contractor beginning work.
1.7. LOCAL BUSINESS NOTES
Tenderer is encouraged to maximise local industry participation in major procurement opportunities, by
providing local industry with full, fair and reasonable opportunity to tender.
The principle of full, fair and reasonable opportunity can be achieved by:
• considering the project’s whole-of-life from design to completion and ongoing maintenance
• ensuring at the tender preparation stage that tenders are packaged in a manner that optimises local
industry opportunities while enhancing project competitiveness and value for money
• undertaking a supply market analysis to identify potential local suppliers
• using Australia and New Zealand (ANZ) standards and codes ‘or equivalent’ in the formulation of
specifications, tenders and the letting of contracts, wherever it is practicable to do so
• providing early notice to the market of a planned upcoming major procurement
• encouraging sub-contractors to support and report against the charter principles
• using the services of local content specialists such as Industry Capability Network Queensland (ICN Qld)
and supporting the use of these specialists by sub-contractors.
Full, Fair and Reasonable Opportunity
The provision of equitable opportunity for capable local industry to participate in the procurement activity by
ensuring:
• Full: Local industry has the same opportunity as other potential suppliers to participate in all aspects of a
project from design through to completion, in all supply and ongoing maintenance.
• Fair: Local industry is provided the same opportunity as other potential suppliers to compete for
investment projects and other market based contracts on an equal and transparent basis.
• Reasonable: Tenders are free from any unreasonable specifications or requirements that could rule out
local industry and are structured in such a way as to provide local industry the opportunity to participate.
This definition is consistent with the Australian Industry Participation National Framework.
Procurement
Procurement is the entire process by which all classes of resources (human, material, facilities and services)
are obtained. This can include the functions of planning, design, standards determination, specification
writing, selection of suppliers, financing, contract administration, disposals and other related functions.
URBIS
URB-SPC-LAN-P0025138 PAGE 9
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CONTENTS
2. QUALITY AND RESPONSIBILITIES
2.1. RESPONSIBILITY
The Contractor shall be responsible for and shall provide all necessary materials, labour and equipment to
carry out the works as well as any exploratory works required to ascertain the exact position of existing
services and required processes to ensure their protection. All employees are to be made aware of any
underground services.
The Contractor is responsible for the management of the construction site and control of construction
activities throughout the period of the Contract, with particular attention to reducing the impact of the
construction work on members of the public, adjacent and nearby properties and other areas of the site not
part of the Contract.
Prior to commencing work the contractor is to contact the Landscape Architect to attain the most current
document package.
2.2. EXISTING WORKS
Where works are adjacent to existing works, the Contractor is responsible for making the proper junction
between new and existing works and for making good any damage caused by the Contractor to the adjoining
works.
The Contractor shall not disturb the existing ground surface outside of areas or locations shown on the
Drawings. However, if there is any damage outside of these areas, rectification works are to occur
immediately.
2.3. WORKMANSHIP & QUALITY
All work is to comply with relevant Australian Standards and Authority Standards as applicable. In the lack of
any other reference to standards, refer to relevant Australian Standard.
Any work or materials, which, in the opinion of the Landscape Architect, do not meet appropriate industry
standards of workmanship or quality will be rejected. It will be the Contractor’s responsibility to remove
rejected work and reinstall it to an acceptable standard at no additional cost to the Project Manager.
There are to be no sharp protrusions or abrasive edges, obtrusive fittings or fixtures. Each colour is to be a
uniform finish and there is to be no staining of adjacent materials. All materials are to be corrosion free. The
Contractor is to repair or replace any damaged softscape, paving, kerbing, walls, fences, services, building
facades or structures inside or outside the extent of works, which were damaged due to the Contractors.
All materials liable to deteriorate by exposure to the weather shall be kept under cover at a location approved
by the Superintendent and the Contractor shall be held responsible for loss or deterioration occurring in the
course of loading, unloading, transit or storage, no matter what the cause.
Overseas products and materials may be accepted, but must be accompanied by relevant certification from
a registered Australian Testing Authority to confirm the product or material achieves the performance
requirements complying with the Australian Building Code, Australian Standards, Green Star Requirement or
any other relevant standards.
2.4. SAFETY & CONDUCT
The Contractor is responsible for:
• carrying out the Contract in a safe manner. Taking due care to prevent injuries to the public or to people
involved in the project.
URBIS
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CONTENTS
• ensuring the supply and erection of construction zone fencing to protect their works for the duration of
the contract works.
• coordinating and facilitating pedestrian and vehicular traffic flow safely and unhindered around and the
works/site.
• Ensure there is to be no foul language, racist, sexist, violent or degrading behaviour.
The Contractor will immediately notify and furnish a written report to the Project Manager if any of the
following occurs in connection with the works:
• Accidents involving death or personal injury;
• Accidents involving loss of time;
• Incidents with accident potential such as equipment failure, collapses and the like.
2.5. ENVIRONMENTAL PROTECTION
The Contractor will ensure that all materials and the execution of the work are ecologically sound,
environmentally benign and consistent with the principles of sustainable development.
The Contractor is to ensure that no damage occurs to any existing trees or other plants which:
• Are specified to be retained;
• Are beyond the extent of works;
• Need not be removed or damaged during the course of the works.
The Contractor will prevent the spread of dirt and mud along roads and paths. The Contractor will install silt
and sedimentation control for the work.
At all times the Contractor shall ensure that dust resulting from work in progress including excavation,
backfilling, grading and dust from stockpiles is kept to an absolute minimum by use of a water truck or other
approved methods.
Construction works shall be undertaken pursuant to the Environmental Protection Policy – Noise (EPP) in
relation to control of noise from construction activities.
The Contractor will be responsible for assessing any potential wildlife problems when tendering and during
the course of the works. Allowance must be made for any protection or control of such pests the Contractor
deems necessary including the prevention of Fire Ants entering the site via equipment, machinery, materials
or plant stock.
Subsequent wildlife damage to planting or other works will be deemed as defective work and subject to
replacement as per the normal contract conditions. Any proposed method of protection or control of pests
must be agreed with the Superintendent prior to use on site.
Landscape works must not obstruct overland flow paths and must include adequate drainage to minimise
ponding. Mulch or any floatable material must not be located in swales, overland flow paths or around grated
drains; and must not encroach onto kerb and channel, footpaths, pedestrian or vehicular/ circulation areas;
2.6. ACCESS AND TRAFFIC MANAGEMENT
Pedestrian access must be provided to the adjacent properties during the course of construction. Liaise with
the Superintendent to confirm access of properties that are adjacent to the works to minimise the effect of
the works on the normal access to the properties and minimise the disruption to the normal commercial
activities of those properties. The Contractor must provide to the Project Manager a written report detailing
the time and length of any periods of reduced accessibility to properties around the site.
Provide safe access and public thoroughfare around the site perimeter for pedestrians and vehicles at all
times. Provide and maintain signage, barricading and lighting as required to safely direct vehicles and
pedestrians around the site. All works must comply with the relevant site works plan, and any relevant or
required traffic or pedestrian control plans.
URBIS
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CONTENTS 2.7. CHANGES TO THE DESIGN Any constraints at site and due to that changes to the documented design need to be reported to the Landscape Architect. The Contractor is not to proceed without a written approval by the Landscape Architect. 2.8. REGULATIONS AND NOTIFICATION OF RELEVANT AUTHORITIES Performance of work to be in accordance with all applicable laws, rules and regulations required by authorities having jurisdiction over such work. All work need to comply with the National Construction Code (NCC) and Australian Standards. Further the Landscape works need to be compliance is with the: • Conditions of Approval • Approved Plan of Development • Approved Infrastructure Master Plan • Approved Concept Landscape Report Any work which is not complying need to be notified to the Landscape Architect. The landscape works must be coordinated with all relevant authorities and required development permits. If fire ants are suspected on the development site or locality, the relevant authorities must be contacted, being at the time of printing - the Department of Primary Industries & Fisheries Call Centre on 13 25 23. If Myrtle Rust is suspected on the development site or locality, the relevant authorities must be contacted, being at the time of printing – Biosecurity Queensland on 13 25 23 URBIS URB-SPC-LAN-P0025138 PAGE 12
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CONTENTS
3. EXECUTION OF WORK
3.1. SITE PRELIMINARY WORKS
Install anything required to complete the works including but not limited to:
• temporary Contractor's facilities;
• environmental protection;
• protection of work and making good;
• construction and tree protection zone fencing (1800mm high chain wire mesh fence panels on concrete
"feet"). Confirm if fencing has already been installed or is within the Builders scope;
• public safety measures and provision for vehicular and/or pedestrian traffic control around the site
(Confirm the extent required with the Builder).
3.2. DEMOLITION, PREPARATION, GROUNDWORKS
Demolition
Demolish and remove all items shown on the demolition plan to be removed. Retain and protect all items
noted to be retained and protected. Traffic sign to be removed accordance to traffic engineering
documentation. Tree removal accordance to tree removal plan (issued separately).
Grading
Cut and fill as required to complete the works. Assumption that civil earthworks will provide finished levels +/-
150mm from required landscape levels. Refer to Civil documents to confirm provided finished levels.
Remove spoil and excess fill from site.
3.3. EARTH WORKS
General
The Contractor will be required to achieve smooth even grading to landscape areas. The Contractor shall
allow to remove existing plant matter, debris, rubble or other loose materials likely to interfere with the new
work, and consolidate the filling to all resulting excavations. The Contractor is required to carry out final
trimming of the entire works of the grades. Any areas of discrepancy from the Drawings should be brought to
the attention of the Landscape Architect. Fine grading shall be undertaken with a tolerance of ± 25mm.
Spot levels take precedence over contour lines and ground profile lines.
Filling in layers approximately 150 mm thick compacted to 85% of the dry density ratio of the surrounding soil
as determined by AS 1289, to minimise slumping and further internal packing down. Corners and
intersections of planes shall be rounded gradual and curves generous. To grading from edgings, provide
horizontal shoulders, minimum width 500 mm, before any change of level.
Earth mounds
Form earth mounds in the positions and to the levels shown on the Drawings to the approval of the
Landscape Architect.
Planting Mounds
Planting mounds shall be formed from topsoil to the depths as required. The profile shall be such that the
placement of topsoil, soil mix and mulch shall bring the mounds to the finished levels shown on the drawings.
Slopes to mounds shall be no greater than 1:3 unless otherwise shown on the drawings. Ensure existing
ground levels in locations of mounds are deep ripped 150mm prior to formation of mounds.
Rake over all mounds for smooth profile.
Filling in layers approximately 150 mm thick compacted to 85% of the dry density ratio of the surrounding soil
as determined by AS 1289, to minimise slumping and further internal packing down. Corners and
URBIS
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CONTENTS intersections of planes shall be rounded gradual and curves generous. To grading from edgings provide horizontal shoulders, minimum width 500 mm, before any change of level. 3.4. SUBGRADE The subgrade is to be compacted to 95% minimum dry density ratio (+ 0mm- 25mm of design levels) prior to sub-base placement. Any areas of soft ground are to be excavated & replaced with suitable fill and compacted to prevent subsidence. Provided that all areas are free draining and no ponding of water occurs. Subsoil drains to have minimum fall of 1:100. The sub-grade surface shall be left free from rubbish, stones, felled timber and brush, and left smooth and clean, true to the grade and levels shown on the drawings. 3.5. TIMBER WORKS Sawn / Dressed Timber All timber shall be hardwood to AS 2082 to the stress grade nominated. All timber is to be ‘appearance’ or dressed grade. All hardwood timber specified is to be Durability 2 class except where in contract with ground surface where it shall be Durability Class 1. All sawn timber to be branded as complying with the requirements of AHQC (Australian Hardwood Quality Council). Timber Connections Structural fasteners shall be located in sound timber avoiding timber defects. Fasteners shall be installed in accordance with Manufacturer’s instructions. All bolts, nuts, washers, nail plates and brackets to be hot dipped galvanised to AS 1650. Additionally, bolt shanks and washers bearing against timber shall be protected with Dulux Amercoat 385 applied in accordance with the manufacturers specification and properly cured before installation. Bolt holes to be 10% greater than the nominal bolt sizes. Position bolts to facilitate tightening. Coat all bolt shanks with CN Emulsion before installation. Bolts to be snug tight (do not over tighten). Washers to be placed under all bolt heads (except where cuphead bolts specified) and nuts. Timber Quality Timber shall be graded and audited under the Australian Hardwood Quality Control Program. At the time of grading, the bottom and sides of the plank shall conform to Structural Grade No. 2 (for Forest Red Gum Structural Grade 1) (AS 2082) Preservative Treatment Treatment, natural durability classes and combinations thereof shall conform to AS 1604, TUMA (Timber Utilisation and Marketing Act Qld 1987) and TMA (Timber Marketing Act NSW 1977). A certification of treatment shall be provided. Timber pavement finish Where timber is used as a floor finish ensure timber decking coating comply with the slip resistance requirements of the National Construction Code (NCC) and Australian Standards AS/NZS 4586 2013, AS HB 198 2014. Provide complying slip resistance test results to the Project Manager. 3.6. ARTIFICIAL TIMBER WORKS Artificial timber quality Artificial timber shall be • mould and mildew resistance • heat hesitance up to 80 degree Celsius to eliminate delamination • resistance to chemical used for cleaning and removal of graffiti URBIS URB-SPC-LAN-P0025138 PAGE 14
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CONTENTS • UV resistance • Fire rating to Australian Standards • Slip resistance rating as specified • 25 year warranty for durability and face & stain resistance 3.7. CONCRETE WORKS General This specification sections applies for insitu-concrete and pre-cast concrete elements. All components of concrete works such as concrete mix, water-cement ratio, concrete strength, pigment quantities, formwork types, release agent, sand type and sealer shall be kept consistent throughout the project to avoid differences between the elements. Regulatory Standards & Industry Association Reference Publications The relevant Industry Association reference publications and guide standards should be use for the relevant work: • CCAA Cement Concrete & Aggregates Australia www.concrete.net.au • CCAA Guides series, including the following as applicable: • CCAA T57 Guide to Off-Form Concrete Finishes • CCAA T59 Guide to Concrete Flatwork Finishes • CCAA Data Sheets series, including the following as applicable: • CCAA Data Sheet – Avoiding Surface Imperfections in Concrete • CCAA Data Sheet – Removing Stains from Concrete • CCAA Data Sheet – Cleaning Concrete • NPCAA - Precast Concrete Handbook • AS 3610 – Formwork for Concrete • AS 3600 – Concrete Structures • AS 1379 – Specification and Supply of Concrete • Local Authorities Applicable Regulations • Building Code of Australia including Standards referenced in the NCC/BCA. Shop drawings Formwork drawings and documentation are to be prepared by the nominated subcontractor that show the arrangement of panels, joints, bolt, tie-rid holes and similar visible elements in the formed surface, form linings, form coatings, and where applicable the reuse of formwork and shall be submitted for approval. Approval for Formwork pattern is to be gained from Landscape Architect prior to the commencement of works. Ensure tie-rod hole locations are uniform. Ensure all capping have a fall inwards. Consider junction details that avoid poor weathering performance. Test panels Cast the panels using the formwork, concrete, colour, compaction equipment, form release agents, curing and formwork removal methods, which are to be used in the final work. Supply sample panels to AS 3610 for the application specified. Test panels to be approved in written by the Landscape Architect before starting any works. If test panels are approved those serve as a reference for all future works. Test panels to remain as an off- form finish until all works is done. Protect test panel to make sure no adjacent material can stain. Approved test panel may be integrated into the final work. URBIS URB-SPC-LAN-P0025138 PAGE 15
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CONTENTS Inspections During construction a number of holding points shall be established to allow for inspection and approval before progressing to the next stage of construction. Any surface which fails to match the agreed sample for colour, aggregate distribution, and tonal range shall be repaired /replaced to the Landscape Architect’s approval. Minor imperfections shall be repaired by filling with a cement based coloured slurry and reground to ensure surface appearance is consistent. The below show the minimum required inspections: • Before starting works for approval for test panels • Before placing of concrete to trenches and formwork • Before applying coatings, chemical stains or sealers • At completion Any works which has any of the following defects has to be completely replaced prior to the Date of Practical Completion: • Surface stains • Surface crazing or cracking. • Surfaces that have a deviation from a 3-metre straightedge greater than 3mm. • Off-form surfaces that show any honeycombing or bubbles to the surface. • Any concrete that fails to achieve required strength. • Patching of defects in concrete will not be permitted. Formwork Design and construct formwork so that the concrete, when cast in the forms will have the dimensions, shape, profile, location, and surface finish as specified in this specification. Make provision for dimensional changes, deflections, and cambers resulting from the application of applied loads, temperature changes and concrete shrinkage and creep. Tolerances of the concrete when stripped will be in accordance with the appropriate Clause of AS 3610. Use formworks in accordance to AS 3610 minimum acceptable quality of surface for various classes of surface finish. Strip formwork in accordance with the recommendations of AS 3610, Table: "Recommended Minimum Stripping Times". If construction loads greater than the live load shown on the drawings are placed on the structure, fix emergency shoring, and tomming to the satisfaction of the Superintendent. If formwork fails to meet the requirements of this specification, it may be rejected along with any concrete which has been cast in it. In that case, remove the rejected concrete, form construction joints, reconstruct the formwork, and recast the concrete. Choose formwork materials to meet the requirements of surface finish, tolerances, load capacity, absorbency, watertightness and stability. Use same formwork type throughout the entire works to avoid differences in water-cement ratio. Confirm suitability of formwork for the required surface finish quality with the manufacturer. Consider new formworks panel as each will change water absorbency with re-use or use same ‘old’ formworks panels next to each other to achieve consistency. Inspect works prior to placing reinforcement to identify form panels which needs replacement in order to achieve the quality of finish specified. If new boards need to be primed, consider different results of variable absorbency of boards. Formworks shall be constructed with tight joints and no gaps at corners or edges. Ensure that the joints remain tight during placement. Use the same form release agent throughout the project. Where not detailed form 5mm fillets, on the surface of all corners and angles. URBIS URB-SPC-LAN-P0025138 PAGE 16
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CONTENTS Concrete Testing Perform concrete tests in accordance with AS 1012 (all parts) ‘Methods of Testing Concrete’ or subsequent amendment. The methods and frequency of sampling and the identification and testing of cylinders are to be in accordance with project control testing AS 3600 & AS 1379 (1997) ‘Specification and Supply of Concrete’. Tests to be carried out shall be as follows: • 28 day compressive strength tests; • On site slump tests (on the first batch of concrete) Concrete supply Ingredients, concrete mix, water-cement ratio, concrete strength and pigment quantities shall be kept consistent throughout the project. Ensure concrete is thoroughly mixed on site. Immediately before placing concrete in excavation, ensure that the excavation is free from water and fallen materials and that the sides of excavations are such that no material will fall into freshly placed concrete. Convey concrete from the mixer to the place of final position without delay and by means that will prevent segregation and loss of materials. Admixtures are to be approved by the Landscape Architect in writing prior to purchasing. If admixtures are approved, comply with AS 3600. Place concrete in compliance with AS 3600. Concrete Placement Secure reinforcement in place, remove surplus end of tie-twine, surplus nails and other extraneous metal objects in contact with the forms and make sure that expansion joint material, anchors, and other embedded items are in position. Fix cores and embedded items to prevent movement during concrete placing. In locating embedded items, do not cut or displace reinforcement, or cut hardened concrete For adjoining elements to be fixed to or supported on the concrete, provide for the required fixings. Where applicable provide for temporary support of the adjoining elements during construction of the concrete. Formworks to be cleaned of all debris immediately before placing of concrete. Remove water ponding to prevent differences in water-cement ratio between bottom and top of the element. The concrete shall be placed at a continuous rate and consistency for each section of the work. In walls, the placing rate shall be such that the lateral pressure assumed in the formwork design is not exceeded. The settlement in each layer shall be substantially complete before the next layer is placed. The Contractor shall take care to avoid the formation of cold joints. Do not insert fixings using explosive tools. Precast elements shall be a minimum grade of S32 (to AS 1379) placed by an appropriate means. The concrete shall be delivered to site with a slump of 80 - 100mm, or as recommended by the Engineer. Tolerances on Placement Maximum deviation from correct positions: • Embedded items generally: ± 10 mm. • Fasteners, including anchor bolts: ± 3 mm. • Anchor bolt groups for structural steel: To AS 4100. Compact concrete by mechanical vibration to the maximum practicable density, free of air or stone pockets. Concrete not compacted will be rejected. Inappropriate use of vibrators (e.g. by "travelling" concrete by use of vibrators) is not permitted and will cause immediate rejection of the concrete component. URBIS URB-SPC-LAN-P0025138 PAGE 17
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CONTENTS Hot Weather Placing When surrounding outdoor shade temperature exceeds 38°C, do not place concrete. To prevent premature stiffening of the fresh mix and reduce water absorption and evaporation losses utilise protection methods to prevent the rapid loss and evaporation of free mixing water from the concrete. Be sure to mix, transport, place and compact the concrete as rapidly as possible. Before and during placing maintain the formwork and reinforcement at 32°C using protection, cold water spraying, or other effective means. When placed in the forms, the temperature of the concrete must not exceed 35˚C for normal concrete in footings, beams, columns, walls and slabs and 27°C for concrete in large mass concrete sections; or concrete of strength 40MPa or greater, in sections exceeding 600 mm in thickness. Select one or more of the following methods of maintaining the specified temperature of the placed concrete: • Use chilled mixing water. • Spray the coarse aggregate using cold water. • Cover the container in which the concrete is transported to the forms. • Cool the concrete using liquid nitrogen injection before placing. • A combination of these methods Curing and Protecting Concrete Take responsibility for the curing and protection of the concrete. For example: protect freshly cast concrete from premature drying and excessively hot or cold temperatures. Erect windbreaks to shield the concrete surface during and after placing. Maintain the concrete at a reasonably constant temperature with minimum moisture loss for the curing period, refer AS 3600. Cure as soon as the surface of the concrete has hardened sufficiently to prevent damage but in no case later than two hours after the finishing operation has been completed. Cure by the following means: • The use of waterproof paper, or • The use of an approved polyethylene building film. • The use of other approved moisture retaining covering. If a method other than polyethylene film is adopted, secure the covering material against the concrete for the full length of edges and laps and at frequent intervals between so that no air circulation at the concrete surfaces occurs. Continue final curing for seven days for normal Portland cement concrete. For high early strength concrete, continue the final curing for three days. Prevent rapid drying out at the end of the curing period. Keep wet steel forms heated by the sun and wood forms in contact with the concrete during the final curing period. When the mean temperature of the air during curing is less than 5°C, maintain the temperature of the concrete between 10°C and 20°C for the required curing period. When the mean temperature of the air is in excess of 30°C during curing and moist curing is not employed, cover the surface with an approved heat reflecting plastic membrane. Apply this treatment for the whole of the curing period. Take special care with curing off-form concrete to avoid differences in colour. Curing compounds shall comply with AS 3799. Produce uniform colour on adjacent surfaces. Remove debris and form work from each area after stripping concrete as work sections are completed. Leave each area clean to the satisfaction of the Superintendent. Jointing Periods of stoppage in concrete of 3/4 hour or more are deemed to be construction joints. URBIS URB-SPC-LAN-P0025138 PAGE 18
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CONTENTS
When the location and type of construction joints are not shown on the drawings, submit proposed location
and detail of construction joints to the Landscape Architect for approval prior to the start of formwork
placement. Superintendent will direct treatment before depositing the new concrete against a construction
joint.
All saw cuts to be true and straight of constant width with clean edges without spalling or breaking away of
concrete.
Make the joint straight and true, and free from blemishes impermissible for its surface finish class.
Quality of surface finish
Set out concrete formwork to give regular arrangement of panels, joints, bolt holes and the like visible
elements in the formed surface. The surface finish class permissible deviations from the designed position
should be to AS3610. For the finish class Refer Schedule - Materials & Finishes as the class finish may vary
according to the concretes specific function and location. Surface Finish to be Class 2 unless specified
otherwise.
Acceptable minimum quality of surface (from AS 3610)
Quality of surface finish Class 1 Class 2 Class 3 Class 4 Class 5
Blowholes Refer to photographs in AS 3610 for examples N/A N/A
Form face deflection Lesser of Lesser of Greater of Greater of N/A
2mm or 3mm or 3mm or 3mm or
span/360 span/270 span/270 span/270
Maximum tolerances for straight elements with smooth surface, in mm
Percentage of readings 95 100 90 100 80 100 70 100 70 100
Face step
Within the element 1 2 2 3 3 5 5 8 - -
At in situ construction joint 2 3 2 3 3 5 5 8
Surface undulations**
L = 300 (a-b) ≤ 1 2 2 4 3 4 5 7 - -
L = 1500 (a-b) ≤ 2 4 3 6 5 7 8 10
Flatness
1.25 grid 4 5 6 7 7 10 - - - -
At 5m over 10m 5 7 7 10 10 15
(not applicable for precast
concrete)
Out of plumb
Height < 3m 3 5 4 6 5 7 - - - -
3 < height < 8m 6 8 8 10 10 12
(not applicable for precast
concrete)
Finished concrete elements
Tie rod holes are to be filled unless otherwise stated. Holes to be filled with material matching the surface
colour, as approved on the test panel prior to application.
Use penetrating sealer on all concrete works.
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CONTENTS Exposed Aggregate Concrete Expose the aggregate of the freshly placed concrete surface until the matrix aggregate is in uniform relief. Do not use acid, chemicals or other solutions, i.e. sugar. The Contractor is to provide a method statement for approval, providing methodology for exposing aggregate. Under no circumstances shall exposing / washing technique or method affect adjacent works. Any adjacent works affected shall be cleaned up at the Contractor’s expense. Coloured Concrete Where coloured concrete is specified the colour is to be full depth colour finish i.e. pigment evenly mixed throughout the mass of concrete. Refer to Specification for concrete pigment and colour. All surfaces shall be finished uniformly. Refer to manufacturer’s recommendations for surface finishing & curing. 3.8. GRANITE WORKS Quality Granite is to be a minimum of 2500 kg / m3 density as per ASTM C97. Granite is to have a minimum of less than 0.4% water absorption as per ASTM C97. Granite is to be a minimum of 125 MPa compressive strength as per ASTM C170. Granite is to be a minimum of 12 MPa modulus of rupture as per ASTM C97. Size tolerance is +/- 2mm in dimension and thickness URBIS URB-SPC-LAN-P0025138 PAGE 20
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4. PRELIMINARIES
4.1. PROGRAM
Prior to commencement of works, the Contractor must submit to the Superintendent and Landscape
Architect a detailed construction program which takes into account supply, delivery to site, and installation all
Landscape works. As well as identify any risks with the ordering of materials (expected lead times). The
forecast commencement date and program must be advised a minimum of four weeks prior to commencing
on site. Notification of intent to start site works to be supplied these parties one week prior to site works. An
Inspection schedule shall be developed in conjunction with the Superintendent.
4.2. SITE, DRAWING AND REPORT EXAMINATION
The Contractor shall inspect the site, and examine all plans, drawings and reports, and check all aspects of
work under the Contract and refer any discrepancies to the Superintendent for decision, prior to
commencement. Failure to do so will not be taken as a reason to claim a variation.
• Check all relevant dimensions on site before proceeding with work.
• No claim for extras arising from failure to obtain measurements and other information on site will be
allowed.
• It is the Contractor's responsibility to thoroughly inspect the site and to assess the quantity of cut and fill
of earthworks required to achieve the grades indicated on the grading plans.
4.3. DILAPIDATION SURVEY
The Contractor shall prepare a dilapidation survey in the form of a detailed photographic record of the
conditions of adjacent existing trees (trunks and canopies), buildings, awnings, structures, features, poles,
street furniture and the like, adjacent to the works before commencing any site works. This may lead to a
simple resolution of possible future disputes.
A fully documented dilapidation report is to be submitted to the Superintendent and Landscape
Architect. This report and following site inspection is to be approved by the Landscape Architect
prior to the Contractor undertaking of any site works.
4.4. DOCUMENTATION BY THE CONTRACTOR
Provide all requested work method statements, programs and quality assurance manuals.
Documents, which are to be prepared and updated as required by the Contractor, include but are not limited
to the following:
• Construction Program
• Environmental Management Plan which will include, noise, dust, vibration, sedimentation and water
management controls;
• Access Management Plan which will include pedestrian, bicycle and vehicular traffic management and
indicate proposed construction fencing details, extent and duration;
• Safety and Incident Management Plan which will include safe-work methodology, incident management
protocols and risk management initiatives proposed by the Contractor;
• Method Statements where noted on the drawings
These and any other documents, which may be required, are to be submitted to the Project Manager for
review.
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CONTENTS
4.5. SUPPLIERS
The Contractor shall provide a complete list of proposed suppliers for the works within 7 days of the Letter of
Acceptance for review by the Superintendent.
• Within 14 days of the date of letter of acceptance, furnish proof of ordering the required materials, and
advise Superintendent immediately if any supply difficulties are encountered.
• No extension of time or cost variation will be granted if any material or product is not available because
of late ordering.
4.6. MATERIAL SAMPLES & FINISHES
Samples, substitutions, product details and technical information for all materials and proprietary items are to
be submitted to the Landscape Architect, and written approval gained prior to inclusion into the works.
Obtain and submit reports on relevant tests by an independent testing authority as per this Specification or
as requested by the Landscape Architect and/or Superintendent.
All materials are to be without sharp protrusions or abrasive edges, obtrusive fitting or fixtures. Each colour is
to be a uniform finish and there is to be no staining of adjacent materials. All materials are to be corrosion
free. The Contractor is to make good any damaged paving, kerbing, walls, services or structure outside the
extent of works and any damage to existing building facades or structural.
If not approved, samples are to be rectified or removed and replaced as required by the Landscape
Architect. If approved, samples may be retained to form a part of the completed works.
Following approval, all remaining works are to match the quality of the sample.
4.7. MATERIAL AND SOIL TESTING & CERTIFICATION
Any testing required must be carried out by an authority registered with the National Association of Testing
Authorities (NATA) to perform the specified testing.
The Contractor shall provide Construction Certification Form 16 for all proposed structural elements certified
under Form 15. Construction Certification Form 15 is included as APPENDIX B. Contractor will need to
provide Certification Form 15 for all design and construct components (ie. timber decking).
Provide confirmation of luminosity testing of specified tactile surface ground indicators on sample section of
concrete pavement.
Soil testing
All laboratory testing of work carried out shall be performed by a soil laboratory with the NATA and are to
conform with all relevant Australian standards. Sampling shall be carried out in locations selected by the
Superintendent.
4.8. SETTING OUT
Prior to commencing each stage of the Landscape works, set out alignments of all paths, walls and planting
must be inspected and approved by the Landscape Architect.
4.9. AS CONSTRUCTED AND RECORD DRAWINGS
The contractor must submit record drawings showing:
• All constructed elements undertaken as part of the contracted works, including any rectification works.
• ‘As constructed’ drawing
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CONTENTS At the point of Practical Completion prepare and supply to the Contract Administrator / Project Manager “as constructed” drawings in "Dwg" CAD and PDF format for all works. Drawings to show all amendments, locations of all drainage lines, other underground services, any existing services uncovered during construction, the irrigation system and any conduits installed for future services. Use the same borders, title block and base information as the Contract Drawings. The cost for the production of these documents are the responsibility of the Contractor. URBIS URB-SPC-LAN-P0025138 PAGE 23
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CONTENTS
6. EXISTING TREE PROTECTION
6.1. GENERAL SPECIFICATIONS
The Contractor shall be responsible for protecting all existing vegetation to be retained from malicious or
accidental damage including provision of temporary protective fencing where necessary and shall ensure
that no branches are lopped and no roots over 25mm are severed from trees without the express prior
permission of the Landscape Architect.
Site Induction
All personnel entering the site shall be issued (by the Superintended) with a summary detailing the
importance of the trees, the methods of protection in place and the precautions to be taken when working
near the trees. This summary outlines the significant penalties for breaches of tree protection requirements.
The landscape contractor is responsible that all other contractors on or entering the site are aware of
prohibition of works within the tree protection zone. The contractor must ensure any works within this
area are controlled and in line with this specification.
Tree protection zone and Pruning
All tree protection areas, root zone protection and canopy pruning works are to be done in accordance with
AS4970 ‘Protection of trees on development sites’ and AS 4373, ‘Pruning of Amenity Trees’.
Work prohibited within the Tree protection zone
Within the tree protection zone excavation any work other than specified, storage or placement of facilities
are prohibited, such as:
• Machine excavation for underground services or footings
• Storage or stockpiling of materials, soil, construction material, rubbish, diesel
• Placement of site sheds / facilities
• Mixing materials (e.g. concrete)
• Cleaning of equipment / tools (e.g. paint brushes, wheel barrows)
• Light bonfires in any situation unless authorised and situated where they will not cause damage to
existing trees, shrubs or hedges.
• Prevent drainage run-off from adjacent construction areas as they are most likely toxic for the existing
vegetation
• Washing out of materials
• Alternation of existing ground levels other than specified
Work within the Tree Protection and Canopy Zone
All work within the tree protection and canopy zone of existing trees are to be exercised with extreme care.
No damage shall be caused to the canopy of the existing trees. Where necessary tie back branches.
Allow for hand-working only within this zone.
If hand-working is not possible, use mat protection for load spreading. Within the tree protection zone no
compaction is allowed. Use system in accordance with AS4970 ‘Protection of trees on development sites’.
Propose system to Landscape Architect and obtain approval prior to any work.
Prior to any excavation works for footings, piling etc. 600mm deep pot holing using vacuum excavation need
to be undertaken for each location to look for structural roots. A horticultural or arborist is to review the
potential damage and submit a report for approval and instruction to the Landscape Architect. After obtaining
the arborist report the contractor shall submit an action plan for the completion of the construction works.
Two weeks prior to commencing works notify the Landscape Architect. Submit photographic evidence for
each hole identified with numbering system and located on a plan.
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CONTENTS
Notice
The Contractor is to give at least 48 hrs notice to the Landscape Architect to be present on site at all times
when decisions or actions that affect the trees are taken.
Adjacent work
Excavation or trenching immediately adjoining the Protection Zone is to be temporarily stabilised until the
permanent restraint (e.g. new retaining wall or trench backfilled) is complete to prevent collapse or erosion
within the Protection Zone.
6.2. TREE PROTECTION TYPES
TP01: Tree Protection Types – Tree Protection Zone Fencing
Material - Prefabricated chain wire mesh fence panels. Star pickets, bunting or danger tape are not
acceptable.
Size - 1800mm high x 2400mm long (typical) panels
Screening - Fix shade cloth to the full height of the outside (i.e. away from the tree) of the fence
Sediment Control - Place hay bales along the base of the fence on the uphill side to the tree(s) being
protected to prevent erosion and silt movement into or out of the fenced area
Footings - Above ground precast concrete precast "feet"
Penalties - Penalties apply for breaching this tree protection zone
Duration - Install the fence prior to demolition works and leave in place until the commencement of the
landscape works
Extents – Tree protection zone dimensions as per AS4970 - Protection of trees on development sites
TP02: Tree Protection Type – Canopy Pruning
Task - Prune branches as directed on site by the Landscape Architect. Confirm on site with the Landscape
Architect which branches are to be pruned and to where.
Deadwood - Remove deadwood greater than or equal to 20mm diameter.
Quality - Pruning must be done by a qualified tree surgeon/arborist with a minimum qualification of a
Certificate in Arboriculture or Queensland Arboricultural Association or National Arborist Association of
Australia membership in accordance with AS 4373 - Pruning of Amenity Trees
TP03: Tree Protection Type - Minor Groundworks & Weed Removal
Extent - Area within copse of retained trees as noted on the drawing
Weeding - Poison all weed species using a non residual glyphosate based herbicide
Rubbish removal - Remove all rubbish
Mulch depth & type - Supply and spread 50mm deep, 1" ("Medium") Hoop Pine bark over the entire area
Work method - To prevent tree root damage all work is to be done by hand. No machinery is allowed.
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CONTENTS 7. TREE REMOVAL 7.1. GENERAL SPECIFICATION Refer to the Tree Protection Plan for numbers and locations of trees to be removed. Confirm with the Builder that this item has not been already included in the Demolition Contractor's scope. 7.2. TREE REMOVAL WORKS Tree Removal - Removal Works Height / Depth - Remove trees to 300mm (max.) above ground. Stump Grinding - Remove / grind all stumps to 300mm below ground level. Do not fill the hole to allow for planting soil placement later. Clean-up and remove debris. Wood Chip / Mulch - Mulch/chip trees on site to less than 75mm size pieces and spread as mulch (100mm deep) under other site trees as directed by Urbis or remove from site (whichever is cheaper) or place in the designated on-site mulch stockpile location. Remove from site and dispose of any diseased plant material, weed species or material harmful to plant growth if used as mulch. No logs or debris are to be left on site. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 27
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CONTENTS 8. DRAINAGE 8.1. GENERAL SPECIFATION All drainage grates to be lockable. All bends or curves of drainage channels to be built with a mitre cut at the end of each channel. All grates to be heel safe with a max. slot width of 7mm. All grates to be compliant with the slip resistant requirements of the National Construction Code (NCC) and Australian Standards AS/NZS 4586 2013, AS HB 198 2014. All grates to meet the wheelchair and walking cane safety requirements as per AS 1428.2 All grates to be flush with adjacent floor finishes. All sizes have to be approved by a hydraulic engineer and approved calculations. Load classifications are specified as per AS 3996. Drainage All raised podium planter to have min one drainage outlet point with an inspection upstand. All on grade garden beds to have a subsoil drainage line located on the lower side of the slope. Subsoil drainage to be connected to stormwater outlet. All on grade turf areas to have a subsoil drainage line located on the lower slope adjacent to hard pavement areas to ensure no water built-up. Connect to stormwater outlet. Refer to civil engineers’ documentation. 8.2. DRAINAGE TYPES - DRAINS DR01: Drainage type – Drainage Strip - Vehicle Channel - ACO Drain “KlassikDrain” K100 or approved equivalent Grate width - 100mm wide total, min. 120mm depth Grate – Aco Longitudinal Iron Intercept Grate, Black colour, Heel safe, Anti-slip KlassikDrain (Removable Grates) - ACO Drain Load classification – D Channel Base – Sloped channel base or Flat. Rakes with surface falls Connections - Connect to stormwater system as per hydraulic engineer’s documentation URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 28
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CONTENTS DR02: Drainage type 01 – Drainage Grate - Surface Grate - ACO Wexel Floor Drain – Vertical floor drain E10S15 or approved equivalent Grate width – 150mm x 150mm total width Grate Material - Stainless steel, Heel safe, Anti-slip grate Load classification – L15 Connections - Connect to stormwater system as per hydraulic engineer’s documentation SSD: Drainage Type - Subsoil drain with Inspection Upstand Product –- DN100mm perforated flexible PVC pipe without filter sock. Vinidex ‘Draincoil’ or approved equivalent Trench width – 300mm Trench depth – Varies, minimum 600mm below finished level, falling at min. 1:100. All subsoil drainage lines are to be connected and discharged to the stormwater system as per civil engineers’ documentation Trench backfill / Drainage Material - Drainage aggregate, 5-7mm blue metal screenings Installation - Connect to the drainage line stub provided by civil contractor or directly into the immediate adjacent stormwater pit where applicable. Where connecting directly into the stormwater pit seal around the connection point to prevent aggregate or soil from entering the pit. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 29
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CONTENTS 9. EDGES 9.1. GENERAL SPECIFICATIONS Samples Install a minimum 2.5m long typical portion of each different edge type showing materials, colour, finish and joints for approval by the Landscape Architect. If acceptable, this sample should be retained as a quality benchmark and shall form part of the finished works. 9.2. EDGE TYPES ED01: Edge Type – Concrete edge Material - In-situ concrete (grey Portland cement), 25 mpa Dimension - 150mm wide x 150mm deep, 5mm rounded chamfer to top edges Sub-base depth/material - 100mm compacted road base Expansion joints - 10mm wide Abelflex, max. 5m spacing. Connection reinforcing rod between expansion joints Surface Finish - Smooth trowel finish Colour - Plain grey Levels - Top surface is to finish flush with the adjacent kerbs or pavement ED02: Edge Type – Timber edge Material –H4 treated pine Dimension - 50mm wide x 100mm deep, Sub-base depth/material – Hardwood stake support. 50x50x350mm. Galvanise nail stake to timber edge. Stake fixed 20mm below top of timber edge. Stakes every 2m centres & all junctions. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 30
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CONTENTS
10. PAVEMENT
10.1. GENERAL SPECIFICATIONS
Each different pavement type is to have a uniform finish and colour. The pavement is to be constructed true
to the documented line and levels without local irregularities. There is to be no more than 2mm difference in
height between adjoining pavement segments or other adjoining pavements or tops of kerbs or pit covers.
Drainage
Ensure positive drainage to the kerb and drainage inlet grates to prevent ponding. Grout for direct bond
granite to be water repelled. Ensure there is less than 5mm deep water ponding 15 minutes after rain has
stopped,
Falls are to be achieved in the base slab or topping slab not via variations in the depth of the mortar bed or
sand bed.
Ensure a 1:10 threshold ramp is maintained at every known door (refer to grading plans). At retail facades
the 20mm level difference is subject to interior fit out.
Ensure positive drainage to the kerb and drainage inlet grates to prevent ponding.
Slip resistance
Ensure pavement finishes including sealers, tactiles and directional pavers are compliant with the slip
resistance requirements of the National Construction Code (NCC) and Australian Standards AS/NZS 4586
2013, AS HB 198 2014.
Ramp surfaces must have a slip resistance classification of minimum R11 rating for the oil-wet ramp test as
per Table 5 of AS / NZS 4586-2013.
Provide complying slip resistance test results to the Project Manager.
Location Wet pendulum test Oil-wet inclining platform test /
Wet-Barefoot test
External pavements, Ramps P4 R11
steeper than 1:20 gradient but
not steeper than 1:14
Ramps steeper than 1:14 P5 R12
gradient but not steeper than 1:8
Stairs treads and landings P4 R11
Swimming pool surrounds and P4 B
communal shower rooms
Swimming Pool ramps and stairs P5 C
leading into water
Solar Reflectance Index (SRI)
Pavements must achieve an SRI of >39 to achieve Green Star Compliance for Heat Island Effect Reduction.
Provide data sheets detailing SRI rating for any colour or material substitutions.
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CONTENTS Luminescence contrast testing Contrast between stair thread paver and stair nosing to be tested and approved as per AS1428. Contrast between tactile indicators and adjacent pavement to be tested and approved as per AS1428.\ Efflorescence Take all necessary measures to ensure no efflorescence occurs. Select base materials and include admixtures to prevent the occurrence of efflorescence. Structural Requirements Refer to Engineer's Specifications for slab thicknesses, cover to reinforcing, reinforcing, concrete MPa and base course requirements. Engineers Specifications take precedence over the requirements noted in this item. Structural slab to be fully cured to the current curing recommendations. Floating Pavement Due to the different profile depth between structural slab and pavement finish level a suspended slab with structural support shall be considered in those areas. In areas where planting extends underneath the suspended slab, the slab is to be placed on stratavault and walls shall be placed on the boundary of the soil trench zone. No structural support to be placed within the soil volume. Levels Ensure there is no more than 2mm different in height between adjoining pavement segments, other adjoining pavements, top of kerbs or pit covers (unless specified otherwise). Spot levels take precedence over contour lines and existing ground profile lines. Tactile Indicator Install tactile indicators in accordance with AS1428. Natural Stone paver To ensure the site wide consistency of all granite used across the site including other consultant works the natural stone shall be supplied from the same quarry. Confirm with Superintendent the source and colour of all other site examples of stone. Source samples of stones to be installed by others to ensure matching works are achieved. Concrete Joints All joints to be laid out as indicated on the construction drawings. If the location and type of construction joints are not shown on the drawings, submit proposed location and detail of construction joints to the Landscape Architect for approval prior to the start of formwork placement. Periods of stoppage in concrete of 3/4 hour or more are deemed to be construction joints. Ensure that joint widths between pavers at dowelled construction joints are equal to the underlying concrete pavement joint widths. The concrete base slab should not be designed solely as a jointed reinforced concrete pavement (JRCP) but must be designed and detailed to avoid differential strains between the pavers and the concrete slab. Pavers to be laid immediately following construction of concrete base to avoid shrinkage of slab. Expansion joints All visible expansion joints to be 10mm wide zipped polyethylene foam (e.g. Abelflex) sealed with an approved coloured sealant (e.g. Sikaflex or equivalent). Colour to match the lightest coloured adjacent pavement. Expansion joints in structural slab underneath (both basement and single slab) are to be carried through to the surface in the same dimensions. Control joints To be 20mm deep cut saws. Make the joint straight and true, and free from blemishes impermissible for its surface finish class. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 32
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CONTENTS Quality Refer to Section 4.6 for material sampling. Refer to Section 3.5 for timber works. Refer to Section 3.6 for artificial timber works. Refer to Section 3.7 for concrete works and the quality requirements. Refer to Section 3.8 for Granite quality requirements. Samples Install a minimum 15m2 sample area of each different pavement profile showing materials, surface pattern, colour, finish and joints for approval by the Landscape Architect. If acceptable, this sample should be retained as a quality benchmark and shall form part of the finished works. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 33
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CONTENTS 10.2. PAVEMENT TYPES PA01: Pavement Profile 01 – Clark Arena Slip Resistant (TBC) Clark Arena Slip Resistant Supplier – Earp Brothers Material – Porcelain. 300-600mm (mix), min. 9mm thick. Colour – Beige. Soft and consistent colours through all pavers. Surface Finish – slip sealant – Invisible penetrating sealant Slip rating – Wet Pendulum Class rating ‘P5’ and slip resistant R11. All areas steeper than 1:14 to be Wet Pendulum Class rating ‘P5’ and slip resistant R12. Sub-base depth / material – Concrete slab, as per structural engineer’s documentation. - Paver fixed to concrete slab with min. 15mm thick mortar mix bed.3 parts washed concrete sand, 1 part white brick sand, 1 part cement. Grout – Ardex FG8 or Mapei Ultracolor Plus Expansion joints - 10mm thick bitumen impregnated fibreboard. Locate expansion joints at 5m intervals unless shown otherwise on the drawings – Light beige coloured sikalfex sealant over top of expansion joint. Control joints - control joints at 3m intervals unless shown otherwise on the drawings PA02: Pavement Profile 02 – Brystone White Slip Resistant Brystone White Slip Resistant Supplier – Earp Brothers Material – Porcelain. 300-600mm (mix), min. 9mm thick. Colour – Ivory White. Soft and consistent colours through all pavers. Surface Finish – slip sealant – Invisible penetrating sealant Slip rating – Wet Pendulum Class rating ‘P5’ and slip resistant R11. All areas steeper than 1:14 to be Wet Pendulum Class rating ‘P5’ and slip resistant R12. Sub-base depth / material – Concrete slab, as per structural engineer’s documentation. - Paver fixed to concrete slab with min. 15mm thick mortar mix bed.3 parts washed concrete sand, 1 part white brick sand, 1 part cement. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 34
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CONTENTS Grout – Ardex FG8 or Mapei Ultracolor Plus Expansion joints - 10mm thick bitumen impregnated fibreboard. Locate expansion joints at 5m intervals unless shown otherwise on the drawings – Light beige coloured sikalfex sealant over top of expansion joint. Control joints - control joints at 3m intervals unless shown otherwise on the drawings URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 35
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CONTENTS PA03: Pavement Profile 03 - Gravel – Tumbled sandstone Material – Tumbled sandstone 20-90mm. Washed free of all fines. Depth – 100mm depth of gravel coverage. Supplier - Centenary Landscape or approved equivalent–– Weed Mat – 100% polypropylene non-woven fabric ‘Weed Gunnel’, Black in colour 50 gsm, UV and hydrophilic treated, water permeable Installation - Rake the existing surface to a smooth even grade removing building debris, sticks and stones. Lay permeable weed mat on existing site soil. Lay with a 200mm overlap at joints. Spread gravel to achieve a smooth even surface. 75mm depth. Unless otherwise noted finish flush with adjacent edges and finishes. PA04: Pavement Profile 04 –Full depth colour concrete (BY CIVIL) Material – Full depth colour concrete – Broom finish Colour – Boral Colori “ Canvas” Installation – Refer civil engineer PA05a: Pavement Profile 05a – Exposed, Full depth colour concrete (BY CIVIL) Material – Exposed aggregate, Full depth colour concrete Aggregate – Boral “Silver Frost” Colour – Boral Colori “ Canvas” Installation – Refer civil engineer URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 36
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CONTENTS PA05b: Pavement Profile 05b – Plain grey concrete (BY CIVIL) Material – Plain grey concrete – broom finish Installation – Refer civil engineer PA06: Pavement Profile 06 – (BY ARCHITECTS) PA07: Pavement Profile 07 – (BY CIVIL) (Extent of works around bio-basins) PA08: Pavement Profile 0 – Concrete Steppers Material - precast reconstituted concrete unit paver. Cashmere colour. Honed grit 120 finish Supplier - Eco Concepts, Ph: 1300 13 14 13 or approved equivalent Dimensions - 500 x 500 x 38mm. Tolerance +0 and -2mm max. Stepper joint width - 150mm typical or as shown Bedding - Approx. 150mm deep, approx. 25mm smaller than the stepper surface area wet concrete bed. Individual bed for each stepper URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 37
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CONTENTS 11. WATERFEATURES & POOL FINISHES 11.1. GENERAL SPECIFICATIONS The pools and waterfeature described below are the design intent only. For detailed plans and specification refer to pool and waterfeature engineer’s documentation. Health and Safety The system must be installed so that it can be completely flushed out and cleaned easily. Acoustic Consideration must be given to the pump and filtration system design so that no noise is evident other than the water noise of the water feature during operation and that the existence of water hammer is prevented. Joint Sealers Supply and install approved joint sealers to all piping and sleeves at all penetrations. Slip resistance Ensure pavement finishes including sealers, tactiles and directional pavers are compliant with the slip resistance requirements of the National Construction Code (NCC) and Australian Standards AS/NZS 4586 2013, AS HB 198 2014 and Star / Echo requirements for slip resistance. Ramp surfaces must have a slip resistance classification as per BCA table D2.14. Provide complying slip resistance test results to the Project Manager. Samples Install a minimum 5m2 for floor finishes and 2.5m long for edge types sample area of each different finishes type showing materials, surface pattern, colour, finish and joints for approval by the Landscape Architect. If acceptable, this sample should be retained as a quality benchmark and shall form part of the finished works. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 38
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CONTENTS 11.2. WATER FEATURE TYPES FU04A: Water Feature Type 01 Product – Raven Bowl Package (Above Ground with Safety Grate to top) Supplier – ‘Waterfeatures Direct’ Description – Above ground water feature Dimensions – 800x800x370mm Steel Safety Grate – As per manufacturers recommendation Electrical – 240V Transformer Pump – 1000LPH 204V Lighting – Pond Max Light 4.2 watts River Pebbles – Natural River pebbles 20-40mm Notes -Package to include bowl, poly pond, fibreglass grate, pump (240v) and pebbles Refer to detail 01/02-905-DT FU04B: Water Feature Type 02 Product – Oval Water Bowl Package (Above Ground with Safety Grate to top) Supplier – ‘Waterfeatures Direct’ Description – Above ground water feature Dimensions – 1000x1000x300mm Steel Safety Grate – As per manufacturers recommendation Electrical – 240V Transformer Pump – 1000LPH 204V Lighting – Pond Max Light 4.2 watts River Pebbles – Natural River pebbles 20-40mm Notes - Package to include bowl, poly pond, fibreglass grate, pumo (240v) and pebbles Refer to detail 03/04-905-DT FU04C: Water Feature Type 03 Product – Classic Wok Package (Above Ground with Safety Grate) URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 39
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CONTENTS Supplier – ‘Waterfeatures Direct’ Description – Above ground water feature Dimensions – 1220x1220x300mm bowl and 760x610mm spout Steel Safety Grate – As per manufacturers recommendation Electrical – 240V Transformer Pump – 1000LPH 204V Lighting – Pond Max Light 4.2 watts River Pebbles – Natural River pebbles 20-40mm Notes - Package to include bowl, poly pond, fibreglass grate, pumo (240v) and pebbles Refer to detail 05/06-905-DT URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 40
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CONTENTS 12. FURNITURE 12.1. GENERAL SPECIFICATIONS Alternatives and substitutes to be approved by Landscape Superintendent prior to manufacturer or purchase of materials. Ensure all furniture items are treated with an anti-graffiti paint, such as Dry treat 'Stain-Proof Original' or approved equivalent. Coating is to be applied prior to site delivery and installation. Sample Install product sample of each different furniture type showing materials, surface pattern, colour, finish and joints for approval by the Landscape Architect. If acceptable, this sample should be retained as a quality benchmark and shall form part of the finished works. Footings Install footings in accordance to manufactures specification. Shallow foundation for areas on structure and over services chambers are to be installed in accordance to a structural engineer’s specification. 12.2. FURNITURE TYPES FU01: Furniture Type 01 – Concrete Bench (Type 01) Refer to details. Timber Bench Component Description – Timber Backed Bench Supplier – Street and Garden Product – Flinders Timber Backed Bench Type – FLNT-4 Dimensions – 2000x390x530mm Refer to detail 01-903-DT Concrete Bench Component Description – Drape Concrete Backless Bench Supplier – Street and Garden Product – Drape Concrete Backless Bench Type – DRPC2-1-5 (2500mm Five Seater) Dimensions – 2500x450mm Refer to detail 01-903-DT FU02: Furniture Type 02 – Concrete Bench (Type 02) Refer to details. Timber Bench Component Description – Timber Backed Bench Supplier – Street and Garden Product – Flinders Timber Backed Bench Type – FLNT-4 Dimensions – 2000x390x530mm Refer to detail 02-903-DT URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 41
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CONTENTS Concrete Bench Component Description – Drape Concrete Backless Bench Supplier – Street and Garden Product – Drape Concrete Backless Bench Type – DRPC2-0-5 and DRPC2-1-R2-1 (90 degrees) Dimensions – 2570x450mm Refer to detail 02-903-DT FU03: Furniture Type 03a – TS01: Vertical Trellis Type 01 (Non-Wall Fixed) Description – X-Tend Mesh Trellis System – Rigid Framed Supplier – Ronstan Tensile Architecture Product – AGS4r – 300 X-Tend Mesh Trellis System (Rigid Frame) Stainless steel mesh, rigid border frame and stainless steel corner brackets, intermediate off stands @(1200mm spacings) Width Panels – 1200mm wide Height Panels – 1800mm Height Refer to manufacturer’s specifications for installation. Refer to detail 01-904-DT FU03: Furniture Type 03b – TS02: Vertical Trellis Type 02 (Fixed To Wall) Description – X-Tend Mesh Trellis System – Rigid Framed Supplier – Ronstan Tensile Architecture Product – AGS4r – 300 X-Tend Mesh Trellis System (Cable Frame) Stainless steel mesh cable, intermediate off stands @(1200mm spacings) Width of Panels – 1200mm wide Height of Panels – 1800mm height Notes – Fixed to wall as per manufacturers specification Refer to manufacturer’s specifications for installation. Refer to detail 02-904-DT FU05: Furniture Type 05: Bird Bath Description – Copper Contemporary Bird Bath Supplier – Rock and Stone Outdoor Living Product – Copper Contemporary Bird Bath - Large Width – 1000mm Notes – Fixed to concrete plinth as per manufacturers specification Refer to manufacturer’s specifications for installation. Refer to detail 07-905-DT URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 42
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CONTENTS 13. FENCES 13.1. GENERAL SPECIFICATIONS Handrails and Balustrades to be compliant with AS1428 All steelwork to be hot dip galvanised and powder coated as specified in this specification. Each connection between aluminium and steel must be fully isolated with neoprene washer, plates and sleeves or similar Sample Install a minimum 2.5m long sample area of each different balustrade, handrail and fence type showing materials, surface pattern, colour, finish and joints for approval by the Landscape Architect. If acceptable, this sample should be retained as a quality benchmark and shall form part of the finished works. Shop drawings for all nonstandard items need to be provided. 13.2. FENCE TYPES FE01: Fence Type 01 – Steel Post and Rail Refer to detail 01-907-DT As per Noosa Council Standard Detail (Institute of Public Works Engineering Australia): GS-044 (Type 2) FE02: Fence Type 02 – Chain Mesh Fence Refer to detail 02-907-DT As per Noosa Council Standard Detail (Institute of Public Works Engineering Australia): GS-044 (Type 1-B) FE03: Fence Type 03 – Solid Colour Bond Fence – On Wall Product – Oxworks Standard Colorbond Steel Fencing – CS2418-CNF or similar Oxworks Supplier- Oxworks Description – Colorbond Standard Panel Profile – Sawtooth Colour – Monument Panel Colour - Monument Dimensions – 2400mm x 1800mm Notes – Attached to retaining wall as per manufacturers recommendation Refer to detail 01-908-DT FE03: Fence Type 03 – Solid Colour Bond Fence – On Ground Product – Oxworks Standard Colorbond Steel Fencing – CS2418-CNF or similar Oxworks Supplier- Oxworks Description – Colorbond Standard Panel Profile – Sawtooth Colour – Monument Panel Colour - Monument Dimensions – 2400mm x 1800mm URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 43
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CONTENTS
Refer to detail 02-908-DT
FE04: Fence Type 04 – Pool Fence – On Ground
Refer to detail 03/04-909-DT
Product – Pool Fence
Supplier- Oxworks
Description – Aluminium Pool Fence
Dimensions – 2400 x 1200mm Panel
Batten Sizes – 38 x 25 x 1.6mm RHS and 16mm CHS (1.2mm) Vertical Tubes
Finish – Powdercoated
Fixings – 38 x 25mm Horizontal Fence Brackets / 2 Hole – Single Lugged and 3 x 12-14 20 Self Tapping Tek
Screws used per Fence Bracket.
Posts – 50 x 1800 x 1.9mm In Ground Post. (In Ground Post – 200 x 500 / 600mm Post Hole with hole filled
with Post Mix Concrete.
Colour – TBC (Monument, Dune or Paperbark)
Panel Colour - Monument
Notes – Installation as per manufacturers guidelines (Refer to appendix)
All specifications as per manufacturers guidelines.
FE05a: Fence Type 05a – Aluminium Batten Fence
Product – Glass Outlet Aluminium Batten Fence
Supplier- Glass Outlet
Description – Aluminium Batten Fence
Dimensions – 1200mm H
Batten Sizes – 30x30mm
Finish - Powdercoated
Colour – TBC (Monument, Dune or Paperbark)
Panel Colour - Monument
Notes – Installation as per manufacturers guidelines
Refer to detail 01-909-DT
FE05b: Fence Type 05b – Aluminium Batten Fence
Product – Glass Outlet Aluminium Batten Fence
Supplier- Glass Outlet
Description – Aluminium Batten Fence
Dimensions – 1800mm H
Batten Sizes – 30x30mm
Finish - Powdercoated
Colour – TBC (Monument, Dune or Paperbark)
Batten Colour - Monument
Notes – Installation as per manufacturers guidelines
Refer to detail 02-909-DT
FE06: Fence Type 06 – Aluminium Solid Fence
Product – Glass Outlet Aluminium Vertical Slat Fence
Supplier- Glass Outlet
Description – Aluminium Vertical Slat Fence
Dimensions – 1800mm H
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CONTENTS Slat Sizes – 65x16.5mm Rails – As per manufacturers specifcation Finish - Powdercoated Colour – Monument Slat Colour - Monument Notes – Installation as per manufacturers guidelines Refer to detail 01-910-DT 13.3. GATE TYPES GT01: Gate type – Steel Lock and Rail As per Noosa Council Standard Detail (Institute of Public Works Engineering Australia): GS-047 Description – as per, Standard Detail GS-047 Material - as per, Standard Detail GS-047 Fixing – as per, Standard Detail GS-047 Dimension – as per, Standard Detail GS-047 Lock – as per, Noosa Council Guidelines URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 45
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CONTENTS 14. SOIL 14.1. GENERAL SPECIFCATION Quality assurance and control Soil sample testing results are to be provided to ensure soils meet the specification requirements prior to installation. If the samples do not meet the performance specification corrective actions have to been undertaken with no additional cost to the Project Manager. Samples reports are to be submitted to the Landscape Architect, and written approval to be obtained before using the soil. All testing as required by the product specifications must be arranged by the Contractor, and carried out by an accredited laboratory. The test certificate will be accompanied by a statement of compliance from a competent person (e.g. qualified agronomist horticulturist or soil scientist). Testing facility shall be SESL Laboratories. Compliance certificates will be in the form of a report clearly stating the material is compliant, with an attachment showing the test results. In the case of minor non-compliance or substantial compliance, a clear statement must be obtained from a qualified independent agronomist waiving the compliance and certifying the sample is compliant with or without conditions. No soil will be purchased or installed until initial compliance certification has been demonstrated and approved by the Landscape Architect. Delivery dockets for all imported soil is to be provided to the Landscape Architect immediately upon deliver, to demonstrate the approved soils are being supplied. Manufacturer’s product representation For imported soils from manufacturers, a ‘product representation’ document produced by the supplier may be accepted as a compliance certificate if: • it is an off-the-shelf product line, not a custom mix • a representative test certificate is available and is acceptably recent (within 6 months) • the testing covers all those criteria in the performance specification and complies • the manufacturer’s quality assurance system is externally certified. Quality control during construction The contractor must submit samples of blended soils or imported soil mixes at regular intervals during construction for the purposes of demonstrating continued compliance of quality control. Test submissions & Frequency Submit representative samples of ~5 kg of each product specification, packed and labelled to indicate the source and the specification to be met. The samples must be taken in a representative manner. The contractor must refer to the testing frequencies indicated in Table 1. Variations to the frequencies in this table are permitted on the submission to the Landscape Architect of an alternative testing program that clearly achieves the desired outcome of quality control. Materials supplied from operations that have a third- party-endorsed quality assurance program may be acceptable pending submission of the relevant documentation. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 46
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CONTENTS Table 1. Outline of the required testing frequency to achieve compliance testing. Samples must be tested to the performance criteria indicated in the product specification. Specification Activity Minimum QC fest frequency On Grade soil media Turf Turf and lawn soils 1 per 1000 m3 On Grade soil media A-Horizon, Mass planting and tree soil 1 per 500 m3 On Grade soil media B-Horizon trenches on grade On slab soil media A-Horizon, All on slab planting areas 1 per 100 m3 On slab soil media B-Horizon, On slab soil media Turf Note: Where the delivery is less than the stated QC testing frequency, the initial compliance certification certificate must be deemed to demonstrate compliance. Minor non-compliance The Contractor will make corrective procedures to bring any soil that has been placed within compliance in accordance with the agronomist’s advice. Substantial non-compliance In the event that quality control samples and test results show substantial non-compliance from the approved performance target ranges, the Contractor is to provide methodology to rectify in place or remove and replace non-compliant soils. Record keeping Growing media initial compliance certification records must be kept in an easily retrievable manner that provides for traceability of purchase and location on site. Each compliance certification for all the product specifications used on site must be identified by date, quantity to be supplied and a copy of the formulation used to reach compliance. Each batch of soil must be identified by date of manufacture, quantity and a corresponding test result and must link into when the material was delivered and where the material was placed. Unwanted material The soil must be free from any debris, existing plant matter, rubble, waste or other contaminated materials likely to interfere with the quality of the soil. Visible contaminants smaller than 2mm shall not exceed 0.5 % of the soil mass. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 47
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14.2. SOIL TYPES
On Grade soil media - Turf
Quality – Soil must be free from any ‘unwanted materials’
Physical properties particle sizes
Property Units Target Range
2.0 mm (fine gravel) % retained < 10
1.0 mm (very coarse by mass < 10
sand)
0.5 mm (coarse sand) 10 - 30 30 - 50
0.25 mm (medium sand) 20 - 40
0.1 mm (fine sand) 10 – 30
0.05 (very fine sand) 5 – 15 (max 25 % combine vfs, Si + Clay
combined)
0.002 mm (silt) 5 – 10 (< 12 % Si + Clay combined)
< 0.002 mm (clay) 3 – 8 (< 12 % Si + Clay combined)
Large particles 2 – 20 mm = < 10 %, > 20mm = 0 %
Organic matter content % w/w 2 to 8
Permeability mm/hour > 30 (@16 drops by McIntyre Jakobsen)
Wettability (AS4419) mm/min >5
Dispensability in water 1 or 2 (AS 4419 Category)
Chemical properties
Property Units Target Range
pH in water (1:5) pH units 5.4 – 7.5
pH in CaCl2 (1:5) pH units 5.2 – 7.5
Electrical conductivity dS/m < 0.5
(1:5)
Exchangeable Na % of eCEC <7
percentage
Exchangeable Ca/Mg Ratio 3-9
ratio
Available phosphorus mg/kg 50 – 150
Mehlich 3
Olsen 20 - 50
Available nitrogen mg/kg 30 - 100
(nitrate N + ammonium
N)
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On Slab soil media - Turf
Quality – Soil must be free from any ‘unwanted materials’
Physical properties particle sizes
Property Units Target Range
Texture, preferred range n/a Gravelly loam sand to organic sandy loam
2.0 mm (fine gravel) % retained < 10
1.0 mm (very coarse by mass < 10
sand)
0.5 mm (coarse sand) 10 - 30
0.25 mm (medium sand) 20 - 40
0.1 mm (fine sand) 10 – 30
0.05 (very fine sand) 5 – 15 (max 25 % combine vfs, Si + Clay
combined)
0.002 mm (silt) 5 – 10 (< 12 % Si + Clay combined)
< 0.002 mm (clay) 3 – 8 (< 12 % Si + Clay combined)
Large particles % w/w 2 – 20 mm = < 10 %, > 20mm = 0 %
Organic matter content % w/w <8
Permeability mm/hour > 100 (@16 drops by McIntyre Jakobsen)
Wettability (AS4419) mm/min >5
Dispensability in water 1 or 2 (AS 4419 Category)
Air-filled porosity % ≥ 10
Water-holding capacity % ≥ 40
Saturated Density kg/L < 1.8
Chemical properties
Property Units Target Range
pH in water (1:5) pH units 6.5 – 7.5
Electrical conductivity dS/m < 2.2
(1:5)
Chloride mg/L ≤ 200
Ammonium-N + nitrate-N mg/L ≥ 50
(NH4 + NO3)
Toxicity index mm ≥ 70
Phosphorus – P mg/L 8 - 40
standard range
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On Grade soil media – A-Horizon
Quality – Soil must be free from any ‘unwanted materials’
Physical properties particle sizes
Property Units Target Range
Texture, preferred range n/a Sand loam to clay loam
Organic matter content % dwb 2-5
Permeability mm/hour > 20 (@16 drops by McIntyre Jakobsen)
Wettability (AS4419) mm/min >5
Dispensability in water 1 or 2 (AS 4419 Category)
Large particles (naturally
occurring)
2 – 20mm % w/w < 20
> 20mm % w/w < 10
Visible contaminants > 2mm % w/w < 0.5
(glass, plastic and metal
Chemical properties
Property Units Target Range
pH in water (1:5) standard range pH units 5.4 – 6.8
pH in CaCl2 (1:5) standard range pH units 5.2 – 6.5
pH in CaCl2 (1:5) alkaline range pH units 6.8 – 8.0
pH in CaCl2 (1:5) alkaline range pH units 6.5 – 7.5
Electrical conductivity (1:5) dS/m < 0.5
Phosphorus – P-tolerant / mg/kg 30 - 100
standard plants
Phosphorus for P-sensitive mg/kg < 20
plants, alkaline soil methods 9B1
or 9C1
Sodium (NA) % of <7%
eCEC
Potassium (K) % of 3 – 10 %
eCEC
Calcium (Ca) method 18F1 (or % of 60 - 80
15A1 in alkaline soils) eCEC
Exchangeable magnesium (Mg) % of 15 - 25
eCEC
Exchangeable aluminium (Al) % of <5
eCEC
Exchangeable Ca/Mg ratio w/w 3-9
Available iron (Fe) mg/kg 100 - 400
Available manganese (Mn) mg/kg 25 - 100
Available zinc (Zn) mg/kg 5 - 30
Available copper (Cu) mg/kg 1 - 15
Available boron (B) mg/kg 0.5 - 5
Available nitrogen (nitrate N + mg/kg > 25
ammonium N)
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On Grade soil media – B-Horizon
Quality – Soil must be free from any ‘unwanted materials’
Physical Properties
Units Target range
Property
Loamy sand to Sandy
Texture, preferred range n/a loam
Organic matter % dwb <5
Permeability (@ 16 drops by McIntyre Jakobsen) mm/h > 100
Wettability mm/min >5
Dispensability in water 1 or 2 (AS4419) Category
Large particles (naturally occurring)
2–20 mm % w/w < 20
> 20 mm % w/w < 10
Visible contaminants > 2mm (glass, plastic and
metal % W/W < 0.5
Chemical Properties
Target
C2. Chemical properties Units range
pH in water (1:5) Standard range pH units 5.4–6.8
pH in CaCl2 (1:5) Standard range pH units 5.2–6.5
Electrical conductivity (1:5) dS/m < 0.5
Phosphorus – P-tolerant/standard plants. mg/kg 30–80
Phosphorus for P-sensitive plants mg/kg < 20
Sodium (Na) % of ECEC < 7%
Potassium (K) % of ECEC 3–10%
Calcium (Ca) % of ECEC 60–80
Exchangeable magnesium (Mg) % of CEC 15–25
Exchangeable aluminium (Al) % of CEC <5
Exchangeable Ca/Mg ratio w/w 3–9
Available iron (Fe) mg/kg 100–400
Available manganese (Mn) mg/kg 25–100
Available zinc (Zn) mg/kg 5–30
Available copper (Cu) mg/kg 1–15
Available boron (B) mg/kg 0.5–5
Available N (ammonium-N + nitrate-N) mg/kg > 25
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On Slab soil media – A-Horizon
Quality – Soil must be free from any ‘unwanted materials’
Physical Properties
Units Target range
Property
Texture, preferred range n/a Gravelly loamy sand to organic sandy
loam
Air-filled porosity % ≥ 10
Chloride % ≥ 40
Permeability (@ 16 drops by mm/h > 100
McIntyre
Jakobsen)
Saturated Density kg/L < 2.4
Organic matter % w/w < 15
Wettability min <5
Dispensability in water 1 or 2 (AS4419) Category
Large particles in the largest dimension
< 2 mm % w/w 30–70
2–10 mm % w/w 10 –20
10–20 mm % w/w 5–10
20–50 mm % w/w <5
> 50 mm % w/w 0
Chemical Properties
Units Target range
C2. Chemical properties
pH in water (1:5) Standard range pH units 5.4–6.8
Electrical Conductivity (1:1.5) dS/m < 2.2
Chloride mg/L ≤ 200
Ammonium-N (NH4) mg/L ≤ 100
Ammonium-N + nitrate-N (NH4 + mg/L ≥ 50
NO3)
Nitrogen draw-down index - ≥ 0.7
Toxicity index mm ≥ 70
Phosphorus – P standard range mg/L 8–40
Low phosphorus – P (P-sensitive mg/L <3
plants)
Potassium (K) mg/L 50–250
Sulphate (SO4) mg/L ≥ 40
Calcium (Ca) mg/L ≥ 80
Magnesium (Mg) mg/L ≥ 15
Ca:Mg ratio – 1.5–10
K:Mg ratio – 1–7
Sodium (Na) mg/L ≤ 130
Iron (Fe) mg/L ≥ 35
Cooper (Cu) mg/L 0.4 - 15
Zinc (Zn) mg/L 0.3 - 10
Manganese (Mn) mg/L 1 - 15
Boron (B) mg/L 0.02 – 0.65
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On Slab soil media – B-Horizon
Quality – Soil must be free from any ‘unwanted materials’
Physical Properties
Units Target range
Property
Texture, preferred range n/a Gravelly loamy sand to organic sandy
loam
Air-filled porosity % ≥ 10
Water-holding capacity % ≥ 40
Permeability (@ 16 drops by mm/h > 100
McIntyre
Jakobsen)
Saturated Density kg/L < 1.8
Organic matter % w/w <5
Wettability min ≤5
Dispensability in water 1 or 2 (AS4419) Category
Large particles in the largest dimension
< 2 mm % w/w 30–70
2–10 mm % w/w 10 –20
10–20 mm % w/w 5–10
20–50 mm % w/w <5
> 50 mm % w/w 0
Chemical Properties
C2. Chemical properties Units Target range
pH in water (1:5) Standard range pH units 5.4–6.8
Electrical Conductivity (1:1.5) dS/m < 2.2
Chloride mg/L ≤ 200
Ammonium-N (NH4) mg/L ≤ 100
Ammonium-N + nitrate-N (NH4 + NO3) mg/L ≥ 50
Nitrogen draw-down index - ≥ 0.7
Toxicity index mm ≥ 70
Low phosphorus – P (P-sensitive plants) mg/L <3
Potassium (K) mg/L 50–250
Sulphate (SO4) mg/L ≥ 40
Calcium (Ca) mg/L ≥ 80
Magnesium (Mg) mg/L ≥ 15
Ca:Mg ratio – 1.5–10
K:Mg ratio – 1–7
Sodium (Na) mg/L ≤ 130
Iron (Fe) mg/L ≥ 35
Cooper (Cu) mg/L 0.4 - 15
Zinc (Zn) mg/L 0.3 - 10
Manganese (Mn) mg/L 1 - 15
Boron (B) mg/L 0.02 – 0.65
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CONTENTS 15. GARDENS 15.1. GENERAL SPECIFICATION Samples Supply soil sample testing reports as per soil section 18.1 in the frequency specified. Supply 1 litre bag of each different soil type. Testing to include specific ingredient percentages, as specified in AS 4419-2003: "Soils for landscaping and garden use" Table 1 on page 8 and "Documentation" on page 11. Supply 1 litre bag of each different mulch type to the Landscape Architect for approval prior to ordering and placement. Garden Soil specification All soil types are specified in the section 18.2 in this specification. All garden soil is to be consolidated yet not compacted. All soil is to be installed to heights which allow for settlement, so that at off-maintenance all surface levels are to those detailed in the documents. Additional volume allowances to be made to ensure this requirement is met. All garden soil is to be free of weed seeds and is to be non-toxic to living organisms. On-structure planters are to be free from any debris/rubble immediately prior to drainage and soil placement. Evenly grade between reduced levels i.e. (spot levels). Inside Planter Walls Wrap the waterproofing up the inside of the planter walls and/or and building façade. Use a protection board to protect the waterproofing membrane. Lay nonwoven, needle punched filter fabric to base and up the sides of the planter walls. Secure filter fabric between wall body and internal cladding (cladding to be min 150mm deep). If rendering is use apply 150mm wide steel flashing in the same colour as rendered finish to fix filter fabric to wall. Fix flashing through neoprene washer and seal flashing with flexible sealant on the top. Planter drainage Planters on structures to be drained with topping slab to the subsoil drain with Inspection upstand at a fall 1:100. Soil trench underneath pavement In areas on structure where soil is placed underneath the pavement stratavault shall be installed. Install suspended slab for pavement and supporting walls to the boundary of the soil trench zone. No structural support to be placed within the soil volume. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 54
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CONTENTS 15.2. GARDEN TYPES GA01: Garden Bed Profile 01 - Planting – On Grade Mulch –100mm depth, ‘Medium’ grade, aged hoop pine bark fines Soil A - 400mm depth ‘On Grade soil media A’ Soil B - where trees are planted, 600mm depth ‘On Grade soil media B’ Subgrade Preparation - Remove all existing weed material using glyphosate herbicide (to be applied minimum two weeks prior to lawn installation). Rip to 150mm depth. Where clay conditions are found, incorporate gypsum or clay breaker at the rate of 100g/m2. Where full sand subgrade is found, Clay mix to be added to the ripped 150mm, sandy sub-grade. Soil tests of sub-grade to be undertaken before works commence. Clay additives to be confirmed with Landscape architect for approvals, before installation. GA02: Garden Bed Profile 02 - Planting – Bio-basin Base Mulch –50mm depth, fine sugar cane mulch Jute Matting - 750gsm, biodegradable jute matting, Colour: natural, Pinning: Ensure the matting strips are firmly placed with one row of pins, with additional pinning along each edge, overlap and each row along the middle. Space pins no more than 1.0 m apart in each row and centrally to alternate with previous row. Ensure ends and overlapping joints are pinned no more than 450 mm apart. Pins are to be flush with ground. Subgrade Preparation – Strip out temporary turf & geofabric (installed by civil contractor). Remove all sediment, existing weed material. GA03: Garden Bed Profile 03 - Planting – Bio-basin Batters Subgrade preparation - Add gypsum at a rate of 1kg/m2. Add dolomite lime at a rate of 150g/m2 and Cultivate to 150 mm depth. Where full sand subgrade is found, Clay mix to be added to the ripped 150mm, sandy sub- grade. Soil tests of sub-grade to be undertaken before works commence. Clay additives to be confirmed with Landscape architect for approvals, before installation. Soil depth & type - 300mm depth ‘On Grade soil media A’ Subgrade Preparation - Remove all existing weed material using glyphosate herbicide (to be applied minimum two weeks prior to lawn installation). Rip to 150mm depth. Where clay conditions are found, incorporate gypsum or clay breaker at the rate of 100g/m2 Mulch depth & type - 100mm deep, 25mm grade, aged / composted Hoop Pine bark. Jute Matting - 750gsm, biodegradable jute matting, Colour: natural, Pinning: Ensure the matting strips are firmly placed with one row of pins, with additional pinning along each edge, overlap and each row along the middle. Space pins no more than 1.0 m apart in each row and centrally to alternate with previous row. Ensure ends and overlapping joints are pinned no more than 450 mm apart. Pins are to be flush with ground. GA04: Garden Bed Profile 04 – Groundcover Planting – On Structure Mulch – 100mm depth aged hoop pine bark fines Soil – min. 300mm depth ‘On Slab soil media A’ – Soil profile to be crowned in centre at 1:6 grade. Sand filter - 50mm depth (depth varies) fine washed sand, placed over filter fabric Filter fabric - Bidim A12 or approved equivalent, to have 150mm overlap at joints over drainage layer Drainage layer - 30mm thick Elmich VersiDrain 30 or approved equivalent Topping – minimum 40mm depth cementitious topping to fall to drains placed over waterproof membrane Waterproof membrane – Refer to architect’s documentation. To planter sides – 3mm 500gsm corflute protection board (supplier - AUSDRAIN) Refer detail. - URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 55
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CONTENTS 16. TURF 16.1. GENERAL SPECIFICATIONS Samples Supply soil testing reports as per Soil section 18.1 in the frequency specified. Garden Soil specification All soil types are specified in the soil specification section 18.2 in this specification. All garden soil is to be consolidated yet not compacted. All soil is to be installed to heights which allow for settlement, so that at off-maintenance all surface levels are to those detailed in the documents. All garden soil is to be free of deleterious material such as sticks, tree roots, stones, weed seeds and is to be non-toxic to living organisms. On-structure planters are to be free from any debris/rubble immediately prior to drainage and soil placement. Evenly grade between reduced levels i.e. (spot levels). Inside Planter Walls Wrap the waterproofing up the inside of the planter walls and/or and building façade. Use a protection board to protect the waterproofing membrane. Lay nonwoven, needle punched filter fabric to base and up the sides of the planter walls. Secure filter fabric between wall body and internal cladding (cladding to be min 150mm depth). If rendering is use apply 150mm wide steel flashing in the same colour as rendered finish to fix filter fabric to wall. Fix flashing through neoprene washer and seal flashing with flexible sealant on the top. Turf pattern / joints Lay a perimeter strip and then lay infill sods with staggered tightly butted joints. Dress joints and edges with soil (the same soil as used under turf) as required to prevent the turf drying and to provide a smooth transition to adjacent levels. Watering Water twice daily for the first week after laying to ensure rapid root establishment. Top Dressing Spread 10mm depth of medium washed river sand approximately 6 - 8 weeks after laying turf. Quality All turf must be AusGAP certified turf. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 56
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CONTENTS 16.2. TURF TYPES TU01: Turf Type 01 – Turf on Grade Turf Type- Wintergreen Couch Roll type - 600mm x 1.7m rolls (recommended for minimal wastage) Soil - 100mm depth ‘Turf on grade soil media’ Subgrade Preparation - Remove all existing weed material using glyphosate herbicide (to be applied minimum two weeks prior to lawn installation). Rip to 150mm depth. Where clay conditions are found, incorporate gypsum or clay breaker at the rate of 100g/m2 Installation - To finish flush with adjacent surface levels. Top-dress with 10mm layer of clean washed river sand to achieve uniform surface if uneven. Top-dressing only to be undertaken in growing seasons (September to March) URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 57
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CONTENTS 17. PLANTING 17.1. GENERAL SPECIFICATIONS Quality All plants 45L and over are to conform to NATSPEC's ‘Specifying Trees - a guide to assessment of tree quality’, Second Edition 2003 by Ross Clark. The Contractor is to supply the Landscape Architect with a written compliance certificate from a qualified Arborist. All plants are to be vigorous and appropriately acclimatised with a rootball that is full but not restrained. The root ball and canopy of all plants are to be balanced and the stem / trunk sufficiently developed so that the plants stay upright without staking and/or guying. The Contractor must inspect plants / transplants immediately after being unloaded to check quantity, quality, vigour, health, crown balance (+/ - 20% from stem axis) and symmetry, crown density, pests (< 10% of foliage), growth uniformity (max. internode <1.2 x shortest internode), included bark, sun scald, root division / direction (>90% down and / or outwards) and occupancy (> 90% rootball intact when removed from container) and rootball soil volume. Sampling Partial destructive sampling as outlined in NATSPEC's "Specifying Trees - a guide to assessment of tree quality" is likely to be carried out on some trees and plants. Trees and plants that fail may cause entire batches of trees and plants to be rejected. Plant Substitutions Any potential species substitutions or changes to nominated container or canopy sizes are to be noted in the tender as potential alternatives. Specified tree species and size to be provided as the submitted tender. Palm Heights Palm heights are measured from the rootball surface to the base of the frond shaft for smooth trunk palms such as Bangalow, Alexander and Royal Palms. Heights are measured to the base of the lowest fronds (after any required frond pruning / removal) for rough trunk palms such as Canary Island Date Palms, Livistonas and Washingtonias. Palm heights are never measured to the tip of the fronds. Installation Plants are to be installed in the locations shown on the planting plan. The tops of root balls of plants 45L and over are to be level with or up to 50mm higher than the surrounding soil level. Create watering "saucers" around all plants from containers larger than 5 litres (ie 200mm diameter). Do not pile up mulch against the base of the plant stem/trunk. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 58
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CONTENTS 17.2. PLANT INSTALLATION Plant Installation: Ex-Ground + 1000L – On Grade Planting hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering dish - Form a 100mm high, 1600mm diameter mounded soil watering dish around the tree. Infill the watering dish with mulch. Fill the dish with water regularly during the initial plant establishment period. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 400L – On Grade Planting hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering dish - Form a 100mm high, 1400mm diameter mounded soil watering dish around the tree. Infill the watering dish with mulch. Fill the dish with water regularly during the initial plant establishment period. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 200L – On Grade Planting hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering dish - Form a 100mm high, 1400mm diameter mounded soil watering dish around the tree. Infill the watering dish with mulch. Fill the dish with water regularly during the initial plant establishment period. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 100L – On Grade Planting hole - Excavate a hole no deeper than the rootball. The hole is to be as large a diameter that does not disturb the sub-base of the road or kerb. Rip the sides of the hole prior to planting without disturbing the interfacing road sub-base. Watering dish - Form a 100mm high, 1000 mm diameter mounded soil watering dish around the tree. Infill the water dish with mulch. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 75L – On Grade URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 59
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CONTENTS Planting hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering dish - Form a 50mm high, 1000mm diameter mounded soil watering dish around the tree. Infill the watering dish with mulch. Fill the dish with water regularly during the initial plant establishment period. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 45L – On Grade Planting Hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering Dish - Form a 50mm high, 600mm diameter mounded soil watering dish around the tree. Infill the water dish with mulch. Staking - Drive stakes into the ground, to approximately one third of their length, avoiding damage to roots. Install 3 times 50mm x 50mm x 2400mm stakes. Provide ties fixed securely to the stakes, one tie at half the height of the main stem. Others as necessary to stabilise the plant. Installation – Install as per manufacturers details. Re-tension after planting. Plant Installation: 300mm – 140mm pot – On Grade Planting Hole - Excavate a hole no deeper than the rootball. The hole is to be 3 times the diameter of the rootball. Rip the sides of the hole prior to planting. Watering Dish - Form a mounded soil watering dish around the plant. Infill the water dish with mulch. Plant Installation: 75mm tubes– On Grade Planting Hole - Hole diameter: Standard practice, Hole depth: Subsurface material at the bottom of the hole shall be decompacted to a depth of 100 mm and lightly compacted Watering Dish - Form a mounded soil watering dish around the plant. Infill the water dish with mulch. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 60
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CONTENTS 18. IRRIGATION SYSTEM 18.1. GENERAL SPECIFICATIONS Individual courtyards / levels / areas are to be capable of being individually programmed. A meter is to be installed to measure the amount of water used by the system. Water is to be delivered to gardens (as per irrigation plans) via pop up sprays. All sprays to be pop-up on swing arms and provide min. 200% cover. All irrigation designs within specified garden areas (refer to irrigation plans) must apply a distribution uniformity equal to or greater than 75% (DU). The scheduling of the irrigation system (Automatic Control Programs) shall be set to achieve the maximum efficiencies possible. The application rate of the system must not be greater than the infiltration rate of the soil. Pooling of irrigation water on the surface will not be accepted. Adding “cycle & soak” to the irrigation programs will eliminate this scenario where the application rate of the irrigation system exceeds the infiltration rate of the soil. As this contract is Design & Construct based, the contractor is responsible for submitting detailed design drawings of the proposed irrigation works with their Tender submission. Full description of the required system and its components are to be listed in the submitted documentation. This documentation should include drawings and schedule of quantities. It is the responsibility of the Irrigation Contractor to ensure they have all the relevant documentation and to provide a detailed Schedule of quantities as part of the Tender Submission. If a "Lump Sum" submission is tendered it will be presumed that ALL the required items have been included in the Tender price. If existing Services are located on site, it is the contractor’s responsibility to source ALL existing as constructed information for ALL services for local authorities or/and client before commencement of works. The contractor must obtain approval from the client prior to commencement of any excavation in the vicinity of existing services. Submit all documents to the Landscape Architect for review and approval. The equipment and installation processes described are intended to produce an irrigation system which complies with all applicable industry and local authority and Australian standards. The Irrigation Contractor will inspect the site and verify the available water flow and pressure, prior to lodgement of design and Tender. The Irrigation Contractor will be responsible for all works required. Items not specifically described in this Specification, but which would normally be required to produce a fully functioning irrigation system are to be considered part of the required works. It is the Irrigation Contractor’s responsibility to bring to the Client or their Superintendent’s attention any concerns, potential obstacles or possible improvements before construction commences. 18.2. IRRIGATION TYPES Permanent automated sub-surface irrigation system Description – Design, supply, installation and commissioning of a permanent automated sub-surface irrigation system. To include pump, controller and all electricals. Water supply - From the on-site rainwater collection tank(s) and from the potable main water connection. Extent - The system is to cover garden beds specified as per the irrigation plan (refer drawing 750-IR). URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 61
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CONTENTS Capacity - The system is to be capable of supplying 32mm of water/week/m2 over all areas. It is to be designed to operate for 10 years (minimum). Product & Manufacturer - Techline AS (16mm outside diameter pipe) by Netafim (QLD phone : 0417 589 128) or approved equivalent. Emitter flow rate: 1.6 l/hr. Emitter spacing is to be 300mm Installation - Water is to be delivered via sub-surface (ie. under the mulch but above the soil) drip lines. Conduits are to be provided under paving, walls etc by the Builder. Individual trees (100 litre and over) are to be fitted with a drip line around the root ball. Where present, Livistona Palms are to be fitted with a single dripper in the palm head and a drip line around the root ball. Line Spacing in Garden Bed - 400mm centres between parallel lines. Lines to be pegged down. Pit Installation - Valve pits are to be set on a 200mm deep bed of gravel for drainage. Pit covers are to be level with the soil surface. Plumbing - Include plumbing connection to the main line, all valves and backflow prevention. Install a suitably sized pump and housing to provide the necessary flow rates and pressure. Incorporate the ability to automatically switch to mains water (if allowed) when the rainwater tank is dry. A dedicated GPO is to be provided by the Builder. Controller - Locate a central multi-station controller in a lockable box as directed by the Project Manager. Allocate accordingly to all different garden areas to accommodate different microclimates and plant water requirements. A dedicated GPO is to be provided by the Builder. Rain sensor – Locate a rain sensor in an adequate spot and connect it to the controller Authority Approvals - All work is to be approved by the regulatory authority. As Builts - Prepare and supply as installed drawings and commission the system. Notes – Refer to 750-IR (Irrigation Drawings for Garden Beds to be irrigated) IR01: Irrigation type - Hose connection point Product –-Hose connection point in a valve box. Rainbird VB series Valve Box 10” round ‘VB-10RND’ Installation – Install valve box close to planter edge / wall. Flush with mulch level. Leave space for irrigation valves. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 62
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CONTENTS
19. LIGHTING
19.1. GENERAL SPECIFICATIONS
The landscape lighting must:
• Be in accordance with AS 3000, Electrical installations and council’s standard specification for Supply
and Installation of Electrical Equipment for Public Use Areas.
• Meet Category P3 in accordance with AS 1158.3.1, Lighting for roads and public spaces – Part 3.1:
Pedestrian area (Category P) lighting – Performance and design requirements.
• Meet AS 4282, Control of the obtrusive effects of outdoor lighting.
• Be weather protected, marine grade and vandal resistant.
• Have light poles, meters, switchboards and any other service infrastructure wholly located within garden
beds.
Electrical Switchboards must:
• Be in accordance with AS 3000, Electrical installations and AS 3008, Electrical installations.
• Be in accordance with supply authority regulations and relevant statues.
• Be fitted with ELS 929 padlock.
• Bottom cabinet housing GPO shall be fitted with SCC 30 padlock.
All required code lighting requirements are to be checked and approved by a qualified lighting designer.
19.2. LIGHTING TYPES
LI01 : Lighting Type 01 –Up-Light
Model – As per lighting drawings
Supplier- As per lighting drawings
Material – As per lighting drawings
Colour – As per lighting drawings
Dimensions- As per lighting drawings
Light Colour – As per lighting drawings
IP Rating - As per lighting drawings
Installation – As per lighting drawings
Notes – As per lighting drawings
LI02 : Lighting Type 01 –Water Feature Up-Light
As per Water feature manufacturers recommendation
Supplier – Water Features Direct
Notes – To be Included as part of water feature packages
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CONTENTS 20. ESTABLISHMENT MAINTENANCE 20.1. GENERAL The work contained in this section comprises the establishment maintenance of all works executed under this contract. The Establishment Maintenance period begins at the issue of the Certificate of Practical Completion. Maintain the contract areas for a period of 52 weeks. Maintenance of the works prior to the date of Practical Completion shall not be included in this period. If the maintenance period is extended, it is the Clients responsibility to meet the capital and maintenance costs of elements that require refurbishment. Promptly make good any defects or damage resulting from defective construction, materials or workmanship to the complete satisfaction of the Superintendent during this period. The cost of replacement is the responsibility of the Contractor. In the event of any failure to rectify defective work the Superintendent may instruct that the work be carried out by another company, the cost of which will be charged to the Contractor. Stolen items and plants are not included into the establishment maintenance. It is the Contractors responsibility to source and plant or place them in coordination with the facility management. It is the Contractors responsibility to highlight areas or items which may require additional maintenance management to the facility management. These include emptying of rubbish bins, general regular cleaning etc. Prior to the Handover allow for a clean up to presentation standard of the entire landscape works area. Tasks which are required on a 12-month interval are to be complete prior to the end of maintenance compliance inspection. This includes all timber surfaces to be recoated with protective treatment as specified. 20.2. TREE TRANSPLANTING / PROTECTION MAINTENANCE The start date for transplanted trees and palms begins the day the tree(s) or palm(s) are placed in their proposed final location and backfilled. The period from the transplanting of all plants until the start of certified On-Maintenance period is to be considered in addition to the required full maintenance period. The required maintenance period is not completed until certified Off-Maintenance is granted. Carry out all maintenance activities on the transplant(s) necessary to ensure they become fully re- established within the Establishment Maintenance period and are returned to a healthy and vigorous state with a min. 90% of the original foliage density (i.e. excluding epicormic growth). Watering The tree(s) may require large volumes of water to be applied by hand at the time of planting and repeated twice weekly during the initial period (min. 6 weeks). Test, rectify and adjust the irrigation system or watering regime as necessary to maintain optimum soil moisture levels in and around the root plate(s). The root plate (and not the surrounding backfill soil) is the tree's main water source for many months after transplanting. Ensure it is kept moist (but not over watered) at all times. Wrapping For thin or smooth bark trees, if more than 40% of the foliage is shed due to post-transplant stress then the trunk and branches (greater than 50mm diameter) are to be wrapped with light coloured biodegradable paper or hessian to reduce bark scalding. Wrap from the bottom of the trunk upwards so the layers overlap and thus shed water. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 64
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CONTENTS Soil testing Provide detailed chemical and physical test results of the root plate of each tree and backfill soil 2 weeks prior to the completion of the Establishment Maintenance period. Rectify any identified chemical or physical soil imbalances as per the testing laboratory recommendations prior to the completion of the Establishment Maintenance period. 20.3. ESTABLISHMENT MAINTENANCE LOG Keep a detailed maintenance log of all activities undertaken including watering regimes and fertiliser applications. This log is to be given to the Landscape Architect and Facility Manager at the completion of the Establishment Maintenance period. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 65
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CONTENTS
20.4. ESTABLISHMENT MAINTENANCE TASKS
Task Standard
Turfed areas • Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• Fertilize at 3-month intervals
• Aerate at 12-month intervals
• Replace bare patches over 1m2 immediately
• Trim edges to maintain straight lines
• Check regularly for pest infection and apply pest treatment
• Weed regularly to keep weed infestation to a minimum
• Mow regularly as required
• Apply 10mm deep clean washed river sand as a top dressing at 12-month
intervals
Artificial grass / • Reapply sand at 12-month intervals
synthetic surfaces • Monthly check the grass and brush piles accordingly in the first 4 month
• Inspect on 3-months intervals and brush piles accordingly
Garden beds • Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• Replace failed plans immediately
• Weed regularly (weekly)
• Top up organic mulch at 6-month intervals
• Top up gravel mulch as required
• Mulched surfaces are to be kept clean and tidy and free of any deleterious
material and foreign matter
• Check plants weekly of pest and disease infestation
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Apply a balance of man-made and natural slow release fertiliser to all
planting areas in a 3-month interval.
• Check for signs of nutrient deficiencies (yellowing of leaves, failure to
thrive), and adapt fertiliser regime to suit. Treat as required
• Aerate at 12-month intervals
• Clean all leaves of plants which are undercover at a monthly interval
Trees and shrubs • Trees may require up to 50L of water to be applied by hand at the time of
planting and repeated twice weekly during the initial period (minimum 6
weeks). Test, rectify and adjust the watering regimes or water manually
regularly as necessary to maintain optimum soil moisture levels in all areas
• Replace failed plants immediately
• Adjust and/or replace stakes and ties monthly. Remove staking and visible
guying after 11 months.
• Prune shrubs and trees in accordance to the maintenance manual. In
general, shrubs and trees will be tip pruned to ensure a strong, sound form
and dense, bushy appearance. Remove of overhanging branches or
foliage that prevents proper function of a space e.g. pathways, seating
areas, sightlines. Remove branches which are at risk of storm damage
• All tree pruning to be carried out by a qualified arborist
• Apply root hormone periodically once new roots have begun to grow
(fertiliser is unlikely to be effective until new roots are absorbing water).
• Clean all leaves of trees and shrubs which are undercover at a monthly
interval
• Weed regularly (weekly)
• Top up organic mulch at 6-month intervals
• Top up gravel mulch as required
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• Mulched surfaces are to be kept clean and tidy and free of any deleterious
material and foreign matter
• Check plants weekly of pest and disease infestation
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Apply a balance of man-made and natural slow release fertiliser to all
planting areas in a 3-month interval.
• Check for signs of nutrient deficiencies (yellowing of leaves, failure to
thrive), and adapt fertiliser regime to suit. Treat as required
• Aerate at 12-month intervals
Green walls • Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• Replace failed plans immediately
• Weed regularly (weekly)
• Check plants weekly of pest and disease infestation
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Apply fertilizer as per manufactures manual
• Check for signs of nutrient deficiencies (yellowing of leaves, failure to
thrive), and adapt fertiliser regime to suit. Treat as required
Trellis System • Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• Bind up climbing plants
• Replace failed plans immediately
• Weed regularly (weekly)
• Check plants weekly of pest and disease infestation
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Apply fertilizer as per manufactures manual
• Check for signs of nutrient deficiencies (yellowing of leaves, failure to
thrive), and adapt fertiliser regime to suit. Treat as required
Irrigation • Adjust irrigation control as required by the respective season
• Check irrigation system of possible leaks and sound operation of automatic
system monthly
• Flush irrigation system at 12-month intervals.
• Maintain irrigation component as required by the manufacturers manual
External furniture and • Maintained in accordance to manufacturer’s instructions
structure • Apply sealer in accordance to manufacturer’s instructions
Timber Works • Inspect monthly
• Removal of splinters, the replacement of cracked, cupped or degraded
boards as identified at inspection
• Apply a light sand and preservative coat in accordance with manufacturers
specification at 6-month intervals
• Retightening and/or replacement of fixings at 12-month intervals
Artificial Timber Works • Inspect monthly
• Sweep deck and clean gaps between the boards regularly
• Clean deck in the intervals and with a cleaning product recommended by
the manufacturer
• Do not use high pressure cleaners
• Treat scuffs and scratches as per manufacturers recommendation
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 67
Page 68
CONTENTS
Tree / Palm • Monitoring / adjusting the irrigation system or watering regime in liaison
Transplanting with the Landscape Contractor, water if required
• Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Apply fertilize once root growth & water uptake has begun
• Wrap trunk/branch to prevent sun scald if necessary due to leaf loss >40%
• Prune dieback
• Top up soil and mulch
• For thin or smooth bark trees, if more than 40% of the foliage is shed due
to post-transplant stress then the trunk and branches (greater than 50mm
diameter) are to be wrapped with light coloured biodegradable paper or
hessian to reduce bark scalding. Wrap from the bottom of the trunk
upwards so the layers overlap and thus shed water.
• Organise soil testing
• Adjust and/or replace stakes and ties monthly. Remove staking and visible
guying after 11 months.
• Weed regularly (weekly)
Swale / Bio Pods • Test, rectify and adjust the watering regimes or water manually regularly as
necessary to maintain optimum soil moisture levels in all areas
• The uses of synthetic, granular blended fertilisers on the site are not
permitted. Slow release organic tree tablets shall be used at establishment.
• Spray for pests and disease infestations when the pest and fungal attack
has been identified
• Replace failed plans immediately
• Weed regularly (weekly)
• Top up gravel mulch as required
• Sweep and/or remove from bio-pod area any fallen branches and leaf
(including any autumn leaf drop), grass clippings and other garden debris.
• Maintenance of the bio-pods includes the detention area, 1:3 batters, kick
edges, bio-pod grate covers, and gutter in front of the bio-pod.
• Subsoil drains are to be cleaned out and accumulated sediment manually
removed from the surface area of the bio retention device at Off
Maintenance and as required during the maintenance period.
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 68
Page 69
CONTENTS
21. HOLD POINT
The Contractor must request the Landscape Architect to attend inspections or provide approval at the
required critical hold points noted in this document.
It is the contractors responsibility to adequately notify the Landscape Architect, Project Manager or design
consultant of the required timing for hold points at the start of the project. A full record of these hold points,
dates for inspections, and compliance is to be kept by the contractor and supplied to the Landscape
Architect throughout the project.
Sufficient allowance of timing needs to be provided for to allow for rejection of works and re-work or
re-ordering of materials, to then not affect the overall project delivery timeframes.
The Landscape Architect requires a minimum of 5 days period to respond to shop drawings or inspection
reporting. No responsibility is held by the Landscape Architect for delays to program based upon re-work or
re-design caused by faulty or sub-standard works contractor design or works.
Lead times for ordering of all components needs to in addition to and allowing for hold point
inspections or shop drawing reviews. Any delay costs to the project arising from the failure of the
Contractor to provide samples or hold point inspections, will be the responsibility of the Contractor.
A minimum of 2 weeks lead time notification is required by the Landscape Architect to schedule inspections
or reviews of shop drawings or samples.
The Contractor must notify the Landscape Architect more than 24 hours prior to the following hold points to
arrange inspection.
21.1. HOLD POINT SCHEDULE
HOLD POINTS CHKD DATE / NOTES
Tree protection
1 Tree protection fencing in place
Material samples
2 Sample panels provided for all pavement types
3 Samples edging provided for all edge types
Samples stairs provided for all stair types
4
Samples walls provided for all wall types
5
Samples furniture provided for all furniture & lighting
6 types
7 Samples balustrade/ handrails / fence / gates
provided for all balustrade / handrail / fence / gates
types
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 69
Page 70
CONTENTS
HOLD POINTS CHKD DATE / NOTES
Soil testing
8 Soil testing
Set out
9 Set out of hardscape areas
10 Set out for walls and edges
11 Set out for furniture items
12 Set out for lights
Grading
14 On-Grade subsoil drainage installed and tested prior
to backfilling
15 Pavement areas compacted prior to spreading base
material
16 Planters clean of all rubbish and builder’s debris prior
to soil placement
17 Surface grading and depth of planting soil prior to
installation of plants
Planting
18 Plants / transplant when delivered to site, prior to
being unloaded from the truck to check for transport
related damage
19 Setout and installation of tree trenches
20 Layout of shrubs and groundcovers prior to planting
21 Layout and orientation of trees prior to planting
Irrigation
22 Extent and number of different irrigation zones to be
confirmed and agreed prior to installation
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 70
Page 71
CONTENTS 22. INSPECTIONS The Contractor must request the Landscape Architect to attend inspections at the required inspections noted in this document and as advised by the Landscape Architect. An Inspection schedule shall be developed in conjunction with the Superintendent. The Superintendent shall undertake inspections of construction work carried out by the Contractor throughout the period of the Contract. Any delays or extensions to the program or maintenance period, and associated costs arising from lack of notification to Landscape Architect by the Superintendent, are to be borne by the Superintendent and Contractor. The Contractor is to provide at least 48 hours notice to the Superintendent prior to any inspection required. Work is not to proceed without approval from the Landscape Architect. Failure to gain approvals may result in rectification of substantial amounts of work at the Contractor’s expense. The Landscape Architect may inspect the works without notice at any time. Pre Start Meeting The landscape pre-start meeting must be conducted prior to work commencing on site, giving at least 5 business days’ notice. The pre-start meeting must be attended by the: • Project Manager • Superintended • Landscape Contractor; • Landscape Architect; • Council and / or relevant stakeholder representative • All other relevant parties. Soil Inspections and Testing An agronomist shall undertake inspections, sampling and testing of ameliorated site topsoil and imported soil throughout the period of the Contract. The Superintendent is to provide at least 48 hours notice to the Landscape Architect prior to any inspection that an agronomist will be on-site with all reporting (Certification that the ameliorated site topsoil meets AS 4419 – Soils for Landscaping and Garden Use) due within 48 hours after the inspection. Inspections and testing are to be carried out as per section 15.1 in this specification The Contractor shall be responsible for engaging a qualified Agronomist for inspections or nominate preferred Contractor for review/approval by the client. Structural Inspections during Construction A Structural Engineer engaged by the contractor shall undertake inspections of structural construction work carried out by the Contractor throughout the period of the Contract. The Contractor is to provide at least 48 hours-notice to the Superintendent prior to any inspection that the Structural Engineer will be on-site with all reporting (Structural Certifications) due within 48 hours after the inspection. Practical Completion Inspection At Practical Completion the Contractor, the Landscape Architect, the Superintendent and the Project Manager shall carry out a joint Inspection to ensure all landscape works have reached practical completion. Items identified requiring attention, during the inspection are to be addressed immediately or as agreed. The practical completion marks the start of the 52 weeks Establishment maintenance and Defects Liability period. URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 71
Page 72
CONTENTS
Prior to the Practical Completion Inspection, the Contractor must provide the certificates below to the
Landscape Architect and Project Manager:
• Certification that all landscaping works have been completed in accordance with the approvals
• Soil Scientist certifications
• Pavements slip resistance certifications.
• Access certification that works meet all standard requirements.
• Wall, furniture and surface certification of anti-graffiti treatment.
• Maintenance manuals, parts and manufacture’s guarantees for all structures, furniture, pavement, seals,
fixtures or other used products.
• Playground completion package that includes:
o Certification.
o Installation manuals.
o Softfall surface attenuation testing results in accordance with AS4422, Playground surfacing
o Specifications, requirements and test method.
End of Establishment Maintenance Inspection
Four months prior to the agreed end of establishment period the Contractor, the Landscape Architect, the
Superintendent and the Project Manager shall carry out a joint Inspection to ensure all landscape works are
maintained as agreed.
Items identified requiring attention, during the inspection are to be addressed immediately or as agreed.
Quality Control Inspection
Two weeks prior to the agreed end of establishment period the Contractor and the Landscape Architect shall
carry out an Inspection to ensure all landscape works are ready for the hand-over.
Items identified requiring attention, during the inspection are to be addressed immediately.
Handover
At the end of establishment period the Contractor, the Landscape Architect, the Superintendent and the
Project Manager shall carry out a joint Inspection to ensure all landscape works are maintained and cleaned
to the client’s expectation.
Prior to the Handover the Contractor must provide the certificates below to the Project Manager:
• Arborist certification that all trees and palms in public land have been inspected and rectification works
for public safety and longevity of the tree/s have been completed.
• Prove of completion of all maintenance works which were required within the 52 weeks period by the
manufacturers recommendation.
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 72
Page 73
CONTENTS
22.1. INSPECTION SCHEDULE
Inspections CHKD DATE / NOTES
1 Prestart Meeting
2 Hold point inspections as per Hold point schedule
3 Practical Completion Inspection
4 Defects Completion Inspection
5 End of Establishment Maintenance Inspection
6 Quality Control Inspection
7 Handover
URBIS
URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 73
Page 74
APPENDIX | URBIS URB-SPC-LAN-P0025138 - IFC.DOCX PAGE 74
Page 75
50 x 6 x 600 strap with
Smm Locking Plate fixed
Smm End Plate fixed to
3500 #25 hole each end. to post with 75mm type 199 post with vom type 17
Similar detail other end 17 galv. screws. galv. Screws.
4250 x 6150 nom refer to end elevation YY
° oO
2 Plate \ = _ log top rail 86 @ hole in q Li ol w SIN| SR
=— = E+ Ye plate (typ). | Q| 8
ITs NX rt to é a lA
N Oo
PLAN Post Cut 50 deep A 4s oA 2 1 S| 5 JI TD i»
— scarf in rai ° aie N of +
R i ch =
65 NB (light) pipe 7 | 130
Rounded rail x 3700 long | 70 |
R50 _ | 1 Tr i 5 thick 2
Tongue + mm tnic S +
9 ) SEQ 27; oO “TV Padlock cover ‘ 50 \
{ = < |] ——_ 3 CFW to pole Locking Plat
DETAIL _A Padlock cover 75 ey
985 hole in channel 100} « 15 DETAIL B
Padlock refer t te 13 a
100 |} IL_\“Fiengeo™* "fe" f° note | ; 300 “ END ELEVATION
a rad c}]O
wo L + — 4
NN Post: 125 x 65 x 8 channel | gs}2 ELEVATION 4 HI
an
r |_|
50 x 6 x 600 strap with . Locking plate and
Slope concrete 25 away from pqst #25 hole each end, bend on ¢ 65 NB x 3.6mm pipe Padlock cover refer
i 40 End plate rail x 3700 lon
= 9150 pin. s 9 Detail A
| | DS al Pa SECTION AA refer Detail B
ol of” LL ann par x “0 long 920 pin with 50 SQ x 6 plate 2a ae
o 3 ee welded to cnanne os welded to one end, and a #10
L LA di | * hole other end for padlock | |
j * « f : = « oo Padlock refer to note 13 LY OMY YX J OE | £ <= O 7
‘a. - Oo ‘a
300 © 86 @ hole in Hardwood timber bollard lI Sg
La ELEVATION Drill $22 hole through post (typ). reer Oe \ ”
post for pin
Rail
#85 hole ELEVATION
J eC END ELEVATION
+|_50 618 hole |< LOCKING RAIL TYPE 2 ISOMETRIC_VIEW
is wel fl LOCKING RAIL TYPE 3
oO
+8 F 8 NOTES:
| vy) ~ A Y lo 1. All pipes medium black tube to AS 1074. 9. Log Barriers to be 150 dia. Grade A treated to AS 1604.
10 Plate N 2. All welds to AS 1554. 10. Use of CCA treated timber to be approved by relevant Council
10 Plate 3. All welding symbols to AS 1101.3. prior to installation.
6 12 4. Steel plates to be Grade 250 to AS 3678. 11. Paint all cut CCA surfaces with industrial clear water repellant
Post ~ 50 5. Bar and channels to be Grade 250 to AS 3679. to lock chemicals used on CCA, in accordance with AS 1607.
6. All fabricated work, including plate key, shall have smooth 12. All hardwood timber to be Durability Class 1 F14, preservative
ground edges. treated to H5.
TONGUE FLANGE 7. All steelwork to be hot dipped galvanised after fabrication to 13. Refer to relevant Council for supply of approved locking
AS 4680. system.
LOCKING RAIL TYPE 1 RAIL TYPE 1 8. Concrete N25 in accordance with AS 1379 and AS 3600. 14. Locking rail to be painted yellow (Safety) or as specified.
15. All dimensions are in millimetres unless shown otherwise.
These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Pete rata as fF
mender rawin: mber,
03713-{ Oraving. number ‘changed Type7-Ral_helght amended INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA FENCING ty
Bt-08710-t Review LOCKING RAIL CS-045 If
F{ 11/15 [isometric View added STANDARD DRAWINGS TYPES 1,2 & 3 A
Page 76
M12 galv bolt and nut,
Height
500
1100
2400 max C/C
Posts and Rails
74a NB 50 (medium)
—*_—~A“«—«K[T"_J_—s=“]h9a
t } 1.
/ NOTES
|
through sleeve and post ]
Posts and Rails Posts and Rails
2400 max C/C NB 50 (medium) NB 50 (medium) lO NB 50
wo |§ N wo fE
Ne Ne
FGI 5D = T
SO REC RRRRRRRRRKK KERR POR RRND = - = =
COAT COCO COUCCOCOCOVOV OOOO ON COCOUCUCUCOCOCOCC UO ®, WANN KC aN CA
OOF RQ RR QQ QQ RQ DRDOOJ PR QQ RRQ RRR QR QR QR QO . ‘ ‘
VOI OCOVCOVCOCOCCOCOCOVOOCO ON COVOCOCCOCOCOU OCS,
OOF KROQ RR QQ QR DRDO PR QQ RQ QR VRQ RL RQ LN LLL : i Concrete :
QO RR RR QDR QD RQ DDS S250 OSP 4 : a|4=N
QO KOSS SSS SSS 5 J S25 25252525025 OOQEO .
OJ RR RRQ RQ RR RR RQ RQ RRQ QDR DOS o]E
O04 RQ RQ RRR QR QO QR RRR PQ DDE” ole \
QQ PQQ QQ QQ QR QR QR QR QR QQ RQ QQ QR QR QR QR LQ NRRL o/9 eo
D504 KOR RR QDR QDI PSS we ° Concrete
OQ) RR QQ QR QDR DDD QDR OOO woe
O2504 KR RR RR QR QR RQ OSI PR RQ RQ RRQ QR QR QR SOL ‘OY
Od RR RRR RQ RDQS O22 QDR DDE? QI)
SREY KKK RRR ROKK NNN NNN 600 long sleeve
QO KOSS SoS S25 252250 ok oe].
1 KKK HK KKK KKK KKK KKK KKK KKK KLAR KKK IK . | NB 65 (heavy) Pei.
- 1 CO Eee: Ee:
ee SYN @12 bar welded
‘ 9300 to sleeve 9300
MASON CORED HOLE non nen
ANCHO!
STD or SLEEVED POST SLEEVED POST STD. POST
TYPE 1 — A (Height — 1100) r)
TYPE 1 — B (Height — 1350) I
200 x 150 x 10mm galv. baseplate
Te, 2/M12 galv. masonry anchors a
falar. 100 min into concrete ‘focrst ole
160 10 nom cement mortar packing . Sle ee 1:3 cement mortar
20 20 q (LL after aligning
209 0100
MASONRY_ANCHORS CORED HOLE
FOOTING DETAILS
Refer project drawings for type of fence to be installed and
type of footing to be adopted.
Construction of posts & rails shall be done using standard
Chainwire to be 50 x 2.5mm galv. to AS 2423 or plastic
coated. Chainwire to be fixed using 1.6mm wire ties.
Hexagonal head bolts to AS 1111 Nuts to AS 1112 Washers
All rails and posts galvanised steel tube to AS 1074.
Concrete N25 in accordance with AS 1379 and AS 3600.
2.
ee, SDSS II KEO]O coupling connections only. (no welds).
ta iar. 3.
MASONRY l|
ANCHORS CORED HOLE 4. $12 bars, Grade 250 steel to AS 1302
STD or SLEEVED POST 5.
to AS 1237 Galvanizing to AS 4680
6.
TYPE 2 7.
8
All dimensions are in millimetres unless shown otherwise
These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Review
Amended Drawing Number
INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
Revised _Issue
2>|DIoIo
ORIGINAL ISSUE
ie STANDARD DRAWINGS
REVISIONS.
FENCING
TUBULAR STEEL FENCE
WITH & WITHOUT CHAIN WIRE
GS-044
2P ee ]
Page 77
90 0.D.
3570 [ Galv. pipe
90 3140 160 ,90 °
013 <
1550 Lock Arrangement as / Tr i
adopted by relevant rane \ 90 0.D. Galv. pipe to be See note 3 -
a \ i concrete filled (top & bottom) g 8
25]
ee |
See note 6 [1
(top & bottom) #13 8B] 2
wo
FS 25 0.D. galv. pipe N VIN UNG
‘ g
ty le aa FF xe N
Pe fait . ef NY
Boal [oc KQ 90 0.D. Galv. pipe to be . we 30° Appr. Ss
ea eo concrete filled vy Pe eal °
ve ae 1 ie : 2 x 612 x 150 &
we ieee t4n] Be o Rods Welded to la?
Bl koe: 4) Debye 3 both sides ia
és WY Gates Pivoting Footing etl toe 3
a "y Y monn minimum requirement a a -
SECTIONAL ELEVATION pU, SECTION AA
. * 613
450 Sb See note 3—-\
eS
aA —te Aw
B , _913 hole to suit gal. 00 /
- \ 12 bolts(typ) , PLAN
NoTes to +) POST HINGE DETAILS
1. All concrete to be grade N25 in accordance with AS 1379 0 0.0. OO
and AS 3600 ol o galv. pipe
2. Gate to be mounted to post with two M12 galvanised steel bolts 2 S| 25
40 long suitably burred after erection. 413 hole to suit 50 0.D.
3. Hinge lugs to be 6 fillet welded to post and gate prior to erection | $12 bolts(typ) galv. pipe
4. All end and mitre joints to be butt welded all around. yP
5. All pipes to be medium gauge heavy galvanised finished with two >T—- ab z | By
coats of two pack 125 micron minimum total thickness. ho ONG Cy 5 ~~
6. All welds and bare metal to be thoroughly cleaned and painted gi 70 See Not 3/
with cold galvanising primer prior to finish coat. ee Note
7. All dimensions are in millimetres unless shown otherwise. SECTION B-—B PLAN
GATE HINGE DETAILS
These drawings have been developed in consultation between the participating Councils.
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
i G
Dt oe Nels § omen INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA FENCING oi
St Bere pions Chonaed ENTRANCE BARRIER GS-047 ff
STANDARD DRAWINGS A
A 02/16 ORIGINAL ISSUE REVISIONS _ Original Issue = SINGLE SWING GATE AY
Page 78
o> 4''(e) "3:45 SPECIFICATION SHEETS ALUMINIUM POOL FENCING
Page 79
2400 970
STANDARDS
AS1926.1 (2012) Pool Safety Standards
PANELS - 6063 T6 Aluminium
2400 x 1200mm Panel - Powdercoated
38 x 25m x 1.6mm RHS
16mm CHS (1.2mm) Vertical Tubes
1200
FIXINGS
38 x 25mm Horizontal Fence Brackets
2 Hole - Single Lugged
3 x 12-14*20 Self Tapping Tek Screws
SHROUD used per Fence Bracket
DETAILS GATES - 6063 T6 Aluminium
970 x 1200mm Gate - Powdercoated
MAX 100mm - Bottom of panel to Ground
38 x 25mm Frame (Non-Mitred)
Ø 87 1000mm OPENING
300MM*
6063 T6 ALUMINIUM POSTS
50 x 1800 x 1.9mm In Ground Post
*RECOMMENDED CONCRETE FOOTING DIMENSIONS ONLY - Thickness of footing is dependent on local wind speed and soil type. Ensure you
seek independent advice relating to appropriate footings before installing your posts. 50 x 2100 x 1.9mm In Ground Latch Post
50 x 1300 x 1.9mm Flanged Post
50 x 1600 x 1.9mm Flanged Latch Post
i HIGHER CUSTOM PANELS - Custom panels 1500mm High and above will have an TOP RAIL(S)
• In Ground Post
200 x 500/600mm Post Hole
2 WELDS Hole filled with Post Mix Concrete
extra rail 1200mm down from the top of the panel. If you require the extra rail
• Core Drilled Post
positioned elsewhere, please let our sales staff know at the time of quoting. Minimum 75mm x 100mm Core Drill
Hole filled with MP60 Non-Shrink
Bostik Grout
• Flanged Post - On Slab
M10 x 75mm Glavanised Dyna Bolt
WELDED • Flanged Post - On Timber
BASE PLATE 14 x 75mm Hex Head Batten Screw
100 x 100mm into Structural timber
11mm HOLES
500 - 600mm
REFER TO NOTES RECOMMENDED LATCH & HINGE
FR5091 - D&D Tech Top Pull Magna Latch
NATA Test Report #2013-026-S1L
100MM*
100mm
BOTTOM RAIL HW2010 - D&D Tech Kwik Fit Spring Hinges
300MM*
300MM*
4 WELDS HW2020 - D&D Tech Std TruClose Hinges
Ø 70 NATA Test Report #2014-027-S2H
STRUCTURAL
TIMBER NB: Oxworks’ Hinges & Latches installed
75mm
correctly comply with clause 2.4.3 of
AS1926.1 - 2012
200mm 300MM* SLAB Ø 70
TITLE: ALUMINIUM POOL FENCING
FLAT TOP
IN GROUND POST DETAIL CORE DRILL POST DETAIL FLANGED (ON SLAB) POST DETAIL
*RECOMMENDED FOOTING DIMENSIONS ONLY *RECOMMENDED FOOTING DIMENSIONS ONLY *RECOMMENDED FOOTING DIMENSIONS ONLY WELD DETAILS oxworks.com.au 1300 336 237
Page 80
Slip Check to AS 4586-2013
Clark Arena ADZ Slip Resistant
600x600 Shade 02
Report Number: R17764c
Report Date: 9 January 2019
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
Total Number of Pages 3
Accredited for compliance with ISO/IEC 17025 – Testing
The results of the tests, calibrations and/or measurements
included in this document are traceable to
Australian/national standards
NATA is a signatory to the ILAC Mutual Recognition
Arrangement for the mutual recognition of the equivalence of
testing, medical testing, calibration and inspection reports
Issued by Prepared for Approved by
Safe Environments Pty Ltd Earp Brothers Pty Ltd
Unit 4, 40 Bessemer Street 26 Darling Street Dale Rowell
Blacktown NSW 2148 Carrington NSW 2294 Authorised Signatory
9 January 2019 Page 1 of 3
AS 4586‐2013 Template Rev_6 [email protected]
R17764c ‐ Accelerated Wear, Clark Arena ADZ Slip Resistant 600x600 Shade 02 www.SafeEnvironments.com.au
Page 81
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
9 January 2019
Test Report No. R17764c
Slip Resistance Classification of New Pedestrian Surface Materials
AS 4586-2013 Appendix A (Wet Pendulum Test)
The slip resistance classification has been determined for unused surfaces using specific conditions. Factors such as
usage, cleaning systems, applied coatings and patterns of wear may affect the characteristics of the surface after
classification. Standards Australia Handbook 198:2014 Guide to the specification and testing of slip resistance of
pedestrian surfaces provides guidance for the selection of slip resistant pedestrian surfaces classified in accordance
with AS 4586-2013. It is recommended that this test report be read in conjunction with AS 4586 and HB 198.
Requested by: Earp Brothers Pty Ltd
Client Address: 26 Darling Street
Carrington NSW 2294
Product Manufacturer: Geotiles
Product Description: Clark Arena ADZ Slip Resistant 600x600 Shade 02
Test conducted according to: AS 4586:2013 Appendix A
Location: 4/40 Bessemer Street, Blacktown NSW 2148
Conducted by: Dale Rowell
Date: 7 January 2019 Temperature: 25C
Sample: Unfixed Cleaning: None
Rubber slider used: Slider 96 Conditioned: Grade P 400 paper dry followed
Slope of specimen: Tested on a flat level surface by wet lapping film
Direction of Test: NA
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5
Mean BPN of last 3 swings: 57 56 59 62 64
Reported SRV of Sample: 60
Class: P5
9 January 2019 Page 2 of 3
R17764c ‐ Accelerated Wear, Clark Arena ADZ Slip Resistant 600x600 Shade 02 www.SafeEnvironments.com.au
Page 82
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
9 January 2019
Test Report No. R17764c
Accelerated Wear Slip Resistance Test
AS 4586-2013 Appendix A: incorporating accelerated wear conditioning to evaluate in-service wear
The purpose of the accelerated wear condition is to assist specifiers to better understand how the slip resistance of an
individual product may alter with wear, thus helping to differentiate between products that might otherwise have
seemingly similar slip resistance characteristics. AS 4586 does not provide guidance on the conduct of such
accelerated wear tests; however, Appendix A3 states that “if a product Standard or specification contains a
requirement for the permanence of slip resistance, this requirement shall be determined after the appropriate
accelerated again or wear testing procedure”. The conditioning protocol primarily used within industry is based on
method developed by Strautins1. The results are intended to be used as an informative guide to the selection of surfaces
within a quality management system; please refer to AS 4586, HB 198 and Strautins (2008) for further information.
Test Method: AS 4586 Appendix A:
Test sample description, operating and equipment parameters outlined on previous page
Sample Preparation: Safe Environments in-house SOP – Accelerated Wear Slip Testing
Abrasive pad: 3M Scotchbrite Heavy Duty Scour Pad No. 86 (water wet)
Machine Gardco D12VFI washability and wear-testing machine
Mass of friction boat: 1000 ±50g Area: 100 ±10mm x 100 ±10mm
Cycle Rate: 50 ±5 cycles per min Path length: 300 ±50 mm
_____________________________________________________________________________________________
Wear Cycles Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5 Mean Class
0 57 56 59 62 64 60 P5
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
100 42 41 46 48 50 45 P4
500 36 35 40 44 42 39 P3
1000 34 32 35 41 41 37 P3
5000 30 28 32 37 37 33 P2
BPN vs Wear Cycles
80
70
60
50
40
BPN
30
20
10
0
0 1000 2000 Wear Cycles 3000 4000 5000
1 Strautins, Carl J (2008) ‘Sustainable Slip Resistance: An Opportunity for Innovation’, Qualicer ’08, Xth World Congress on
Ceramic Tile Quality, Castellon Spain. Publication available upon request.
9 January 2019 Page 3 of 3
R17764c ‐ Accelerated Wear, Clark Arena ADZ Slip Resistant 600x600 Shade 02 www.SafeEnvironments.com.au
Page 83
Slip Check to AS 4586-2013
Brystone Ivory Slip Resistant
600x600 shade CA6
Report Number: R21788.1b
Report Date: 9 September 2020
Total Number of Pages 3
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
This report replaces report R21788b
Accredited for compliance with ISO/IEC 17025 – Testing
The results of the tests, calibrations and/or measurements
included in this document are traceable to
Australian/national standards
NATA is a signatory to the ILAC Mutual Recognition
Arrangement for the mutual recognition of the equivalence of
testing, medical testing, calibration and inspection reports
Issued by Prepared for Approved by
Safe Environments Pty Ltd Earp Brothers Pty Ltd
Unit 4, 40 Bessemer Street 26 Darling Street Dale Rowell
Blacktown NSW 2148 Carrington NSW 2294 Authorised Signatory
9 September 2020 Page 1 of 3
AS 4586-2013 Template Rev_6 [email protected]
R21788.1b - Slip Check, Brystone Ivory www.SafeEnvironments.com.au
Page 84
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
9 September 2020
Test Report No. R21788.1b
Slip Resistance Classification of New Pedestrian Surface Materials
AS 4586-2013 Appendix A (Wet Pendulum Test)
The slip resistance classification has been determined for unused surfaces using specific conditions. Factors such as
usage, cleaning systems, applied coatings and patterns of wear may affect the characteristics of the surface after
classification. Standards Australia Handbook 198:2014 Guide to the specification and testing of slip resistance of
pedestrian surfaces provides guidance for the selection of slip resistant pedestrian surfaces classified in accordance
with AS 4586-2013. It is recommended that this test report be read in conjunction with AS 4586 and HB 198.
Requested by: Earp Brothers Pty Ltd
Client Address: 26 Darling Street
Carrington NSW 2294
Product Manufacturer: Keope
Product Description: Brystone Ivory Slip Resistant
600x600 shade CA6
Test conducted according to: AS 4586:2013 Appendix A
Location: 4/40 Bessemer Street, Blacktown NSW 2148
Conducted by: Yuliana Vargolomova
Date: 28 August 2020 Temperature: 17C
Sample: Unfixed Cleaning: None
Rubber slider used: Slider 96 Conditioned: Grade P 400 paper dry followed
Slope of specimen: Tested on a flat level surface by wet lapping film
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
Direction of Test: NA
Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5
Mean BPN of last 3 swings: 66 65 68 65 63
Reported SRV of Sample: 65
Class: P5
9 September 2020 Page 2 of 3
R21788.1b - Slip Check, Brystone Ivory www.SafeEnvironments.com.au
Page 85
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
9 September 2020
Test Report No. R21788.1b
Accelerated Wear Slip Resistance Test
AS 4586-2013 Appendix A: incorporating accelerated wear conditioning to evaluate in-service wear
The purpose of the accelerated wear condition is to assist specifiers to better understand how the slip resistance of an
individual product may alter with wear, thus helping to differentiate between products that might otherwise have
seemingly similar slip resistance characteristics. AS 4586 does not provide guidance on the conduct of such
accelerated wear tests; however, Appendix A3 states that “if a product Standard or specification contains a
requirement for the permanence of slip resistance, this requirement shall be determined after the appropriate
accelerated again or wear testing procedure”. The conditioning protocol primarily used within industry is based on
method developed by Strautins1. The results are intended to be used as an informative guide to the selection of surfaces
within a quality management system; please refer to AS 4586, HB 198 and Strautins (2008) for further information.
Test Method: AS 4586 Appendix A:
Test sample description, operating and equipment parameters outlined on previous page
Sample Preparation: Safe Environments in-house SOP – Accelerated Wear Slip Testing
Abrasive pad: 3M Scotchbrite Heavy Duty Scour Pad No. 86 (water wet)
Machine Gardco D12VFI washability and wear-testing machine
Mass of friction boat: 1000 ±50g Area: 100 ±10mm x 100 ±10mm
Cycle Rate: 50 ±5 cycles per min Path length: 300 ±50 mm
_____________________________________________________________________________________________
Wear Cycles Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5 Mean Class
0 66 65 68 65 63 65 P5
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
100 58 55 56 55 54 56 P5
500 50 49 50 50 46 49 P4
1000 45 45 46 46 43 45 P4
5000 42 40 44 44 40 42 P3
BPN vs Wear Cycles
80
70
60
50
40
BPN
30
20
10
0
0 1000 2000 Wear Cycles 3000 4000 5000
1 Strautins, Carl J (2008) ‘Sustainable Slip Resistance: An Opportunity for Innovation’, Qualicer ’08, Xth World Congress on
Ceramic Tile Quality, Castellon Spain. Publication available upon request.
9 September 2020 Page 3 of 3
R21788.1b - Slip Check, Brystone Ivory www.SafeEnvironments.com.au
Page 86
Slip Check to AS 4586-2013
Brystone White Slip Resistant
600x600 Shade CA4
Report Number: R21788c
Report Date: 2 September 2020
Total Number of Pages 3
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
Accredited for compliance with ISO/IEC 17025 – Testing
The results of the tests, calibrations and/or measurements
included in this document are traceable to
Australian/national standards
NATA is a signatory to the ILAC Mutual Recognition
Arrangement for the mutual recognition of the equivalence of
testing, medical testing, calibration and inspection reports
Issued by Prepared for Approved by
Safe Environments Pty Ltd Earp Brothers Pty Ltd
Unit 4, 40 Bessemer Street 26 Darling Street Nasser Cura
Blacktown NSW 2148 Carrington NSW 2294 Authorised Signatory
2 September 2020 Page 1 of 3
AS 4586-2013 Template Rev_6 [email protected]
R21788c - Slip Check, Brystone White www.SafeEnvironments.com.au
Page 87
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
2 September 2020
Test Report No. R21788c
Slip Resistance Classification of New Pedestrian Surface Materials
AS 4586-2013 Appendix A (Wet Pendulum Test)
The slip resistance classification has been determined for unused surfaces using specific conditions. Factors such as
usage, cleaning systems, applied coatings and patterns of wear may affect the characteristics of the surface after
classification. Standards Australia Handbook 198:2014 Guide to the specification and testing of slip resistance of
pedestrian surfaces provides guidance for the selection of slip resistant pedestrian surfaces classified in accordance
with AS 4586-2013. It is recommended that this test report be read in conjunction with AS 4586 and HB 198.
Requested by: Earp Brothers Pty Ltd
Client Address: 26 Darling Street
Carrington NSW 2294
Product Manufacturer: Keope
Product Description: Brystone White Slip Resistant
600x600 Shade CA4
Test conducted according to: AS 4586:2013 Appendix A
Location: 4/40 Bessemer Street, Blacktown NSW 2148
Conducted by: Yuliana Vargolomova
Date: 31 August 2020 Temperature: 17-18C
Sample: Unfixed Cleaning: None
Rubber slider used: Slider 96 Conditioned: Grade P 400 paper dry followed
Slope of specimen: Tested on a flat level surface by wet lapping film
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
Direction of Test: NA
Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5
Mean BPN of last 3 swings: 69 70 69 65 66
Reported SRV of Sample: 68
Class: P5
2 September 2020 Page 2 of 3
R21788c - Slip Check, Brystone White www.SafeEnvironments.com.au
Page 88
Unit 4/40 Bessemer St
Blacktown NSW 2148
Phone 02 9621 3706
www.FloorSlipTest.com.au [email protected]
2 September 2020
Test Report No. R21788c
Accelerated Wear Slip Resistance Test
AS 4586-2013 Appendix A: incorporating accelerated wear conditioning to evaluate in-service wear
The purpose of the accelerated wear condition is to assist specifiers to better understand how the slip resistance of an
individual product may alter with wear, thus helping to differentiate between products that might otherwise have
seemingly similar slip resistance characteristics. AS 4586 does not provide guidance on the conduct of such
accelerated wear tests; however, Appendix A3 states that “if a product Standard or specification contains a
requirement for the permanence of slip resistance, this requirement shall be determined after the appropriate
accelerated again or wear testing procedure”. The conditioning protocol primarily used within industry is based on
method developed by Strautins1. The results are intended to be used as an informative guide to the selection of surfaces
within a quality management system; please refer to AS 4586, HB 198 and Strautins (2008) for further information.
Test Method: AS 4586 Appendix A:
Test sample description, operating and equipment parameters outlined on previous page
Sample Preparation: Safe Environments in-house SOP – Accelerated Wear Slip Testing
Abrasive pad: 3M Scotchbrite Heavy Duty Scour Pad No. 86 (water wet)
Machine Gardco D12VFI washability and wear-testing machine
Mass of friction boat: 1000 ±50g Area: 100 ±10mm x 100 ±10mm
Cycle Rate: 50 ±5 cycles per min Path length: 300 ±50 mm
_____________________________________________________________________________________________
Wear Cycles Specimen 1 Specimen 2 Specimen 3 Specimen 4 Specimen 5 Mean Class
0 69 70 69 65 66 68 P5
This test report shall not be reproduced unless in full, without written approval of Safe Environments Pty Ltd
100 56 61 57 51 56 56 P5
500 47 54 51 45 50 49 P4
1000 41 51 49 41 46 46 P4
5000 32 40 40 31 36 36 P3
BPN vs Wear Cycles
80
70
60
50
40
BPN
30
20
10
0
0 1000 2000 Wear Cycles 3000 4000 5000
1 Strautins, Carl J (2008) ‘Sustainable Slip Resistance: An Opportunity for Innovation’, Qualicer ’08, Xth World Congress on
Ceramic Tile Quality, Castellon Spain. Publication available upon request.
2 September 2020 Page 3 of 3
R21788c - Slip Check, Brystone White www.SafeEnvironments.com.au
Page 89
DRAPE
CONCRETE BACKLESS BENCH SPECIFICATIONS
VERSION: V1-1
SPECIFICATION SHEETS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
ENSURE MOST RECENT VERSION IS DOWNLOADED FROM WWW.STREETANDGARDEN.COM.
© Street + Garden 2021
Page 90
DRAPE CONCRETE BACKLESS BENCH SPECIFICATIONS
Designed By - Forrest Gilham, 2015
Variations Installation
○ No Recess/ Recess 500mm (One Seater) ○ MDF installation templates available on
○ No Recess/ Recess 1000mm (One Seater) request
○ No Recess/ Recess 1500mm (One Seater) ○ 4-8 x M20 Threaded Rod chemically set
○ No Recess/ Recess 2000mm (One Seater) into concrete
○ No Recess/ Recess 2500mm (One Seater) ○ Polyurethane Sealant around perimenter
○ No Recess/ Recess 3000mm (One Seater) of base
○ No Recess/ Recess 60° (Corner Radius)
○ No Recess/ Recess 90° (Corner Radius) Warranty and Care
See Warranty and Care Document for further
Slip Resistant Texture Surface
information on specific details
○ Sandblasted (Light, Medium or Heavy)
○ 12 Month Finish Warranty
○ 5 Year Structural Warranty
Designed and Manufactured in Australia. www.streetandgarden.com
Body Material -
Recommended Material/Finish Pre-Cast
- - - - -
Optional Material/Finish Off-Form
Standard Grey - - - - - -
Primary Finish
CCS Colour Oxide - - - - - -
Wet Spray Paint - - - - - -
- - - - - - -
- - - - - - -
Secondary Finish
Anti-Graffiti - - - - - -
Slip Resistant - - - - - -
© Street + Garden 2021
- - - - - - -
- - - - - - -
- - - - - - -
Page 91
DRAPE CONCRETE BACKLESS BENCH VARIATIONS
Product Code DRPC2-0-1 (500mm One Seater) DRPC2-0 Product Code DRPC2-1-1 (500mm One Seater) DRPC2-1
Weight - 255kg Weight - 195kg
Product Code DRPC2-0-2 (1000mm Two Seater) Product Code DRPC2-1-2 (1000mm Two Seater)
Weight - 505kg Weight - 385kg
Product Code DRPC2-0-3 (1500mm Three Seater) Product Code DRPC2-1-3 (1500mm Three Seater)
Weight - 760kg Weight - 580kg
Product Code DRPC2-0-4 (2000mm Four Seater) Product Code DRPC2-1-4 (2000mm Four Seater)
Weight - 1010kg Weight - 770kg
Product Code DRPC2-0-5 (2500mm Five Seater) Product Code DRPC2-1-5 (2500mm Five Seater)
Weight - 1265kg Weight - 965kg
Product Code DRPC2-0-6 (3000mm Six Seater) Product Code DRPC2-1-6 (3000mm Six Seater)
Weight - 1515kg Weight - 1155kg
© Street + Garden 2020
Variations *Height options available Variations *Height options available
for sub-surface installation for sub-surface installation
Product Code - DRPC2-0 up to 630mm if required Product Code - DRPC2-1 up to 630mm if required
2021
Page 92
DRAPE CONCRETE BACKLESS BENCH RADIUS VARIATIONS
Product Code
DRPC2-0-R1 (60°) DRPC2-0-R Product Code
DRPC2-1-R1-1 (60°) DRPC2-1-R
Weight - 133kg
Weight - 119kg
Product Code Product Code
DRPC2-0-R2 (90°) DRPC2-1-R1-2 (60°)
Weight - 199kg Weight - 96kg
Product Code
DRPC2-1-R2-1 (90°)
Weight - 161kg
Product Code
© Street + Garden 2020
DRPC2-1-R2-2 (90°)
Weight - 127kg
Corner Variations *Height options available Corner Variations *Height options available
for sub-surface installation for sub-surface installation
Product Code - DRPC2-0-R up to 630mm if required Product Code - DRPC2-1-R up to 630mm if required
2021
Page 93
DRAPE CONCRETE BACKLESS BENCH ACCESSORIES
Single Row Skatestop Double Row Skatestop
Available on all DRPC Backless Bench Seats Available on all DRPC Backless Bench Seats
Product Code - DRPC2-_-_-S1 Do not scale from drawings Product Code - DRPC2-_-_-S2 Do not scale from drawings
© Street + Garden 2021
Armrest
Available on all DRPC Backless Bench Seats
Product Code - DRPC2-_-_-A0 Do not scale from drawings
Page 94
DRAPE CONCRETE BACKLESS BENCH SPECIFICATIONS
Delivery Loading + Unloading Detail
○ Product is supplied securely strapped to Pallets or Skids.
○ Product is secured with appropriate padding for protection during transit.
Protective Padding
○ Products must be loaded/unloaded using Forklift, Crane, or similar.
Security Straps ○ All handling suggestions are to be used as a guide only. It is the full responsibility of the
installing party to ensure the appropriate lifting methods are practised.
Pallets or Skips
Recommended on site Delivery Detail
Delivery Loading + Unloading Detail See legend for information on detail
Site Handling Detail
○ Wind in Collard Eye Bolts into Cast-in Ferrules in top of Concrete Module (Supplied by S+G)
○ Use Certified Lifting Sling + Brackets to position module on site (Forklift or Crane).
Slings (Provided by Others) ○ Remove Collard Eye Bolts + store for future use.
○ Chemically set (Epoxy Grout) Ferrule caps into top of Cast-in Ferrules to close off holes
M20 Collard eye bolts
(Provided by Others)
(Supplied by S+ G).
© Street + Garden 2021
Recommended on site Handling Detail
Site Handling Detail See legend for information on detail
Page 95
DRAPE CONCRETE BACKLESS BENCH SPECIFICATION
Suface Installation Detail
○ Mark hole locations using MDF Templates (Supplied by S+G).
○ Drill Ø40mm holes approx. 200mm deep into slab.
○ Lay 20mm thick packers within product footprint (Supplied by Others).
○ Wind M20 threaded rod into ferrules in underside of product (Supplied by S+G).
20mm Packer ○ Sling concrete module into place and chemically set (Epoxy Grout) rods into pre-drilled
holes.
450mm
430mm
Foam Backing Rod
○ Rest product on packers and remove slings.
○ Line all edges with Foam Backing Rod and seal with Polyurethane Sealant, leaving a
smooth even fillet (Supplied by Others).
Polyurethane Sealant
M20x200mm Threaded Rod
Ø40mmx200mm Core Drill
Recommended on site Installation Detail
Installation Detail
Sub-Surface Installation Detail
○ Mark hole locations using MDF Templates (Supplied by S+G).
○ Drill Ø40mm holes approx. 200mm deep into slab.
○ Lay 20mm thick packers within product footprint (Supplied by Others).
○ Wind M20 threaded rod into ferrules in underside of product (Supplied by S+G).
○ Sling concrete module into place and chemically set (Epoxy Grout) rods into pre-drilled
20mm Packer
Polyurethane Sealant
450mm
holes.
○ Rest product on packers and remove slings .
○ Line all edges with Foam Backing Rod and seal with Polyurethane Sealant, leaving a
FFL
Foam Backing Rod
smooth even fillet (Supplied by Others) up to Finished Floor Line (FFL).
M20x200mm Threaded Rod
Ø40mmx200mm Core Drill
© Street + Garden 2021
Recommended on site Installation Detail
Installation Detail
Page 96
DRAPE CONCRETE BACKLESS BENCH SPECIFICATIONS
Expressed Concrete Joint Detail
○ Once all concrete modules are in place use Foam Backing Rod between spaces of concrete
modules.
10mm Polyurethane Sealant ○ Seal spaces between Concrete Modules with Polyurethane Sealant, leaving a smooth and
even fillet (Supplied by Others).
Foam Backing Rod
Recommended on site Expressed Concrete
Joint Detail
Expressed Concrete Joint Detail
Ferrule Cap Detail
○ Chemically set (Epoxy Grout) Ferrule caps into top of Cast-in Ferrules to close off hole
Ferrule Cap (Supplied by S+G) once Concrete Module has been delivered on site, lifted, and installed.
Castin Ferrule
© Street + Garden 2021
Recommended on site Ferrule Cap Detail
Ferrule Cap Detail
Page 97
DRAPE CONCRETE BACKLESS BENCH SPECIFICATIONS
Lighting Specifications Detail
○ All Drape Concrete Modules have Electrical Conduit cast in for use as required.
○ Electrical Conduit location as per MDF Template (Supplied by S+G).
30mm x 30mm Recess for 25mm Diameter Conduit ○ Electrical Cable, Lighting + Installation (Supplied by Other).
LED Strip Light for Electrical Cable
○ Terminate all LED’s Minimum 100mm from end of last module.
Recommended on site Lighting Detail
Lighting Specifications Detail
© Street + Garden 2021
Page 98
DRAPE CONCRETE BACKLESS BENCH SPECIFICATIONS
Forklift required to move and lift
product into place.
Crane required to move and lift
product into place.
© Street + Garden 2021
Page 99
FLINDERS
TIMBER BACKED BENCH SPECIFICATIONS
VERSION: V1-1
SPECIFICATION SHEETS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
ENSURE MOST RECENT VERSION IS DOWNLOADED FROM WWW.STREETANDGARDEN.COM.
© Street + Garden 2020
Page 100
FLINDERS TIMBER BACKED BENCH SPECIFICATIONS
Designed By - Alexander Lotersztain, 2011
Body Length Variations Installation
○ 500mm (One Seater) ○ 4-8 x M10 Buttonhead Security Screws
○ 1000mm (Two Seater) ○ 4-8 x M10 Drop-In Anchors
○ 1500mm (Three Seater)
○ 2000mm (Four Seater)* Warranty and Care
*For use as a bridging element ONLY.
See Warranty and Care Document for further
(When installed with Flinders Concrete).
information on specific details
○ 12 Month Finish Warranty
Accessories
○ 5 Year Structural Warranty
○ Armrest
Designed and Manufactured in Australia. www.streetandgarden.com
Frame Material Slat Material
Recommended Material/Finish Southern Composite
G316 - - -
Optional Material/Finish Spotted Timber
Bead Blasted - - - - - -
Primary Finish
Oiled - - - - - -
- - - - - - -
- - - - - - -
- - - - - - -
Secondary Finish
- - - - - - -
- - - - - - -
© Street + Garden 2020
- - - - - - -
- - - - - - -
- - - - - - -
Page 101
FLINDERS TIMBER BACKED BENCH VARIATIONS
One Seater Backrest Two Seater Backrest
Weight - 20kg Weight - 30kg
MM (FT’ INCH”) MM (FT’ INCH”)
Product Code - FLNT1-1 Do not scale from drawings Product Code - FLNT1-2 Do not scale from drawings
© Street + Garden 2020
Three Seater Backrest Four Seater Backrest
Weight - 40kg Weight - 50kg
MM (FT’ INCH”) MM (FT’ INCH”)
Product Code - FLNT1-3 Do not scale from drawings Product Code - FLNT1-4 Do not scale from drawings
Page 102
FLINDERS TIMBER BACKED BENCH VARIATIONS
FLNT1-1-A1 FLNT1-1-A2
FLNT1-2-A1 FLNT1-2-A2
FLNT1-3-A1 FLNT1-3-A2 FLNT1-3-A3 FLNT1-3-A4
© Street + Garden 2020
FLNT1-4-A1 FLNT1-4-A2 FLNT1-4-A3 FLNT1-4-A4
Flinders Timber Backed Armrest Accessory
Page 103
FLINDERS TIMBER BACKED BENCH ACCESSORIES
Flinders Backed Bench Skate Stop
Single Side only
FLNT1-_-S1
© Street + Garden 2020
Page 104
FLINDERS TIMBER BACKED BENCH SPECIFICATIONS
Installation Detail - w/ Flinders Concrete Backless Bench
○ Align fixing holes in product with cast ferrules in Flinders Concrete Backless Bench.
Security Fixings ○ Install product to concrete using security fixings (supplied by S+G).
Flinders Timber ○ Refer Flinders Concrete Backless Bench for further installation information.
Backed Bench
Flinders Concrete
Backless Bench
Cast-in Ferrules
Recommended on site Installation Detail
Installation Detail
Installation Detail - w/ In situ concrete wall/hob
○ Use product to mark and drill fixing locations in concrete hob/wall.
Security Fixings ○ Remove product and install M10 Drop-In anchors (supplied by others).
Flinders Timber ○ Position product over anchors and install using security fixings (supplied by others).
Backed Bench
In situ concrete
wall/hob
Drop-In Anchors
© Street + Garden 2020
Recommended on site Installation Detail
Installation Detail
Page 105
FLINDERS TIMBER BACKED BENCH SPECIFICATIONS
Delivery Loading + Unloading Detail
○ Product is supplied loose and freestanding, or strapped to Pallets or Skids if required.
○ Product is secured with appropriate padding for protection during transit.
○ Product can be unloaded manually by hand (Recommended 2 person lifting per product)
○ All handling suggestions are to be used as a guide only. It is the full responsibility of the
Protective Padding
installing party to ensure the appropriate lifting methods are practised.
Security Straps
Pallets/Skids
Recommended on site Delivery Detail
Delivery Loading + Unloading Detail See legend for information on detail
Recommend two or more persons
to lift product into place.
© Street + Garden 2020
Page 106
COLORBOND® COLOURSMART PANEL
COLORBOND® COLOURSMART GATE
FRONT ELEVATION
BACK TO BACK POST DETAIL
e/ COLOURSMART POST
PROFILE - 0.8 BMT
i —
r COLOURSMART ZIG ZAG PROFIL
( METAL THICKNESS 18
250mm COLOURSMART RAIL
PROFILE - 0.8 BMT
N GROUND POST DETAIL
OXWORKS
STANDARDS
‘= AS1297 Formability & Structural Grades of
Posts & Rails 0.8mm / infil Sheets 0.35mm
Thickness (BMTI
+ a82728
‘ated Mass & Paint Film Thickness
COLORBOND* COLOURSMART PANELS
240mm wide Coloursmart Panel consists of:
3x Infill Sheets (E3Smm Wide Overlapped)
2x€5 Channel Pos
2 2400mm CS Rails
12 of 10-16*16 Tok Screws por Panel
‘Sold Seperately|
3180mm wide Coloursmart Panel consists of:
4 Infill Sheets {35mm Wide Overlapped)
245 Channel Posts
23180mm CS Rails
Tél 10-16°F8 Tek Screws pur Pane!
Sold Seperately!
COLORBOND® COLOURSMART GATES
+ Single Gates (730mm Wide!
1 enh Shoots; 2x CS Gate Stil
2.x 830mm CS Ri,
1h of 1016°16 Tok Screws per Sin
(Sold Seperatelyl
* Doubte Gates (1720mm Wide per Leal}
2 xinfll Shoots; 2x C5 Gate Stile
2 1620mm CS Rall
1h of 10-16°16 Tek
Leat (Sold Sey
rows per Double Gate
Available in 22 Colorbond® Steet Fencing
ied to meet ASZ728.
m™® COLORBOND® COLOURSMART
PANEL AND GATE
SPECIFICATIONS
wlact, [email protected]
oxworks.com.au © 1300336237
Page 107
37
AGS4 - MESH STYLE TRELLIS SYSTEMS
AGS4r
X-TEND Mesh Trellis System - Rigid Framed
The AGS4r mesh trellis can span large areas and voids, providing
continuous plant support across any structure. Again, mesh
apertures can be selected according to the project requirements,
but in this case the stainless steel mesh is bordered by a rigid
stainless steel tube frame. This allows for greater control over
border shapes and provides reduced reaction loads to the
mating structure.
Our standard systems are basic rectangular configurations,
however the flexibility of Carl Stahl® X-TEND mesh can
accommodate a broad range of irregular shapes and designs.
AGS4r - X-TEND Mesh - Rigid Framed
ST/ST BORDER WALL MOUNT UNIT
System No MW mm MH mm S mm Suitable plant types TUBE FRAME
S
Slow growing vines
AGS4r-100 100 173 80 and tendril climbers
Slow growing vines
AGS4r-160 160 208 80 and tendril climbers
Fast growing vines
AGS4r-240 240 415 120 and tendril climbers
Fast growing vines
AGS4r-300 300 519 160 and tendril climbers
AGS4r-CUST Custom Custom Custom
*See page 38 for further component details.
See page 40 for wall mount installation details.
ST/ST X-TEND MESH
SPECIFICATION BLOCK
Specify as Ronstan AGS4r-XXX Rigid Framed Mesh trellis system.
Consists of Carl Stahl® X-TEND mesh panel with stainless steel tube border frame
and stainless steel wall mount sets.
www.ronstantensilearch.com RONSTAN CABLE TRELLIS SYSTEMS
Page 108
URBIS BRISBANE Level 7, 123 Albert Street Brisbane QLD 4000 Australia T +617 3007 3800 GOLD COAST 45 Nerang Street, Southport QLD 4215 Australia T +61 7 5600 4900 MELBOURNE Level 12, 120 Collins Street Melbourne VIC 3000 Australia T +613 8663 4888 PERTH Level 14, The Quadrant 1 William Street Perth WA 6000 Australia T +61 8 9346 0500 SYDNEY Tower 2, Level 23, Darling Park 201 Sussex Street Sydney NSW 2000 Australia T +61 2 8233 9900 CISTRI - SINGAPORE An Urbis Australia company #12 Marina View 21 Asia Square, Tower 2 Singapore 018961 T +65 6653 3424 W cistri.com URBIS.COM.AU