QCS 2014
March 13, 2017 | Author: Rahul Kalathingal | Category: N/A
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QCS 2014
Section 27: External Works Part 01: General
Page 1
1
GENERAL ................................................................................................................................ 2
1.1
INTRODUCTION...................................................................................................................... 2
1.1.1 1.1.2 1.1.3 1.1.4
Scope References Quality Standards System Description
1.2
MATERIALS ............................................................................................................................. 2
1.2.1 1.2.2
Supply, Handling and Storage Approval of Supply Source
2 2 2 2
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QCS 2014
Section 27: External Works Part 01: General
1
GENERAL
1.1
INTRODUCTION
1.1.1
Scope
1
This Section provides specifications for miscellaneous external works.
2
Related Sections and Parts are as follows: Section 1
Page 2
General
1.1.2
References
1
The following standards are referred to in this Section: BS 729........................Hot dipped galvanized coating BS 1722......................Fences BS 3470......................Field Gates and Posts BS 6717......................Precast concrete paving blocks BS 7293......................Precast concrete flags, kerbs, channels, edging and quadrants
BS EN 60598 .............Luminaries
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BS 7671......................Requirements for electrical installations
Quality Standards
1
All items within this Section are to be designed, manufactured, and installed with safety of the public as a priority.
1.1.4
System Description
1
Some of the Parts in this Section specify the work in general terms only. If external work items related to this Section are not fully specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
2
Any standards or other documentation to support the suitability of Contractor supplied specifications for the work shall be submitted to the Engineer for review.
1.2
MATERIALS
1.2.1
Supply, Handling and Storage
1
All materials, components and accessories shall be stored in accordance with the relevant provisions of Section 1, General.
1.2.2
Approval of Supply Source
1
All products supplied under this Section must be obtained from an approved source.
2
The Contractor will not be permitted to change his source of supply without the permission of the Engineer.
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1.1.3
END OF PART
QCS 2014
Section 27: External Works Part 02: Block Paved Areas
Page 1
BLOCK PAVED AREAS .......................................................................................... 2
2.1 2.1.1 2.1.2 2.1.3 2.1.4 2.1.5
GENERAL ............................................................................................................... 2 Scope 2 References 2 General Requirements 2 Compliance 3 Materials 3
2.2 2.2.1 2.2.2 2.2.3
PRECAST CONCRETE PAVING FLAGS ................................................................ 3 General Requirements 3 Precast Concrete Flags 3 Laying Concrete Paving Flags 3
2.3 2.3.1
INTERLOCKING CONCRETE PAVING BLOCKS ................................................... 3 Materials 3
2.4 2.4.1
CLAY PAVING BLOCKS ......................................................................................... 4 Materials 4
2.5 2.5.1 2.5.2 2.5.3
GRANITE PAVING BLOCKS ................................................................................... 5 Materials 5 Surface Finish 5 Top Surface Finish 5
2.6 2.6.1
INSTALLATION OF PAVING BLOCKS ................................................................... 6 General Requirements 6
2.7 2.7.1
PLAYGROUNDS, PARKS AND OTHER AREAS .................................................... 6 General Requirements 6
2.8 2.8.1
SPORTS ACTIVITY PLAYING SURFACES ............................................................ 6 General Requirements 6
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Section 27: External Works Part 02: Block Paved Areas
Page 2
2
BLOCK PAVED AREAS
2.1
GENERAL
2.1.1
Scope
1
This Part specifies the requirements block paved areas surfaces not otherwise covered in Section 6, Roadworks.
2
Related Sections are as follows: Section 6
Roadworks
2.1.2
References
1
The following standards are referred to in this Part: ASTM C 97 .................Test Methods for Absorption and Bulk Specific Gravity of Dimension Stone. ASTM C 99 .................Test Method for Modulus of Rupture of Dimension Stone. ASTM C 241 ...............Test Method for Abrasion Resistance of Stone Subjected to Foot Traffic. ASTM C 880 ...............Test Method for Flexural Strength of Dimensional Stone.
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ASTM C 936 ...............Specification for Solid Concrete Interlocking Paving Units
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BS 1014 ......................Pigments for Portland cement and Portland cement products BS 7293 ......................Precast concrete flags, kerbs, channels, edging and quadrants BS EN 1338 ................Precast concrete paving blocks BS EN 10545 ..............Ceramic Tiles 2.1.3
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
4
Bedding requirements for paved surfaces shall be in accordance with Section 6, Roadworks.
5
Blocks supplied in accordance with this part shall be marked with the following particulars:
6
(a)
identification of the manufacturer by name or logo
(b)
date of production
(c)
product name
(d)
standards to which the block is manufactured
The surface of paving blocks shall not exhibit any defects such as cracking, delamination or flaking.
QCS 2014
Section 27: External Works Part 02: Block Paved Areas
Page 3
Compliance
1
All paving works which are subject to public use or use by any governmental department or agency shall comply with all health and safety requirements of all applicable government departments and agencies.
2
The Contractor is responsible to obtain written approvals or documentation from all applicable government departments and agencies in connection with Clause 2.1.4-1.
2.1.5
Materials
1
The paving material shall be such that it does not develop a polished surface of low skid resistance when trafficked.
2
The colour of the paving units shall be as described in the Project Documentation.
2.2
PRECAST CONCRETE PAVING FLAGS
2.2.1
General Requirements
1
Precast concrete paving flags shall comply with the relevant provisions of Section 6, Roadworks, and as specified herein.
2.2.2
Precast Concrete Flags
1
Precast concrete flags shall be hydraulically pressed and shall comply with the relevant provisions of BS 7293: Part 1 and Section 5, Concrete. Unless otherwise described in the Project Documentation, flags shall be 50 mm thick.
2
Precast concrete paving blocks shall comply with the relevant provisions of BS EN 1338.
3
Pigments shall be inorganic, stable and shall comply with BS 1014. Pigments can be used in powder, liquid or granular form.
2.2.3
Laying Concrete Paving Flags
1
Precast concrete flags shall be laid to the required falls on sub-base material as described in the Project Documentation, bonded with joints at right angles to the kerb, and spot bedded with Class M4 mortar with no lipping of top surfaces.
2
Flags shall be cut to fit around surface boxes and other furniture and, on circular work where the radius is 12 m or less, shall be radially cut on both edges to the required lines.
2.3
INTERLOCKING CONCRETE PAVING BLOCKS
2.3.1
Materials
1
Materials for interlocking concrete paving blocks shall conform to BS EN 1338 and Section 5, Concrete.
2
Pigments shall be inorganic, stable and shall comply with BS 1014. Pigments can be used in powder, liquid or granular form.
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2.1.4
QCS 2014
Section 27: External Works Part 02: Block Paved Areas
Page 4
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The facing layer of composite blocks consisting of a facing layer and a backing layer shall not be less than 4 mm.
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The thickness of interlocking concrete paving blocks shall be:
5
6
(a)
60mm on footpaths
(b)
80 mm on roads and parking areas unless otherwise detailed in the Project Documentation or instructed by the Engineer.
The strength of interlocking concrete paving blocks shall be as follows: (a)
the average tensile splitting strength of 16 blocks shall be tested in accordance with BS EN 1338 and shall be not less than 3.6MPa and the failing load not lower than 250N/mm.
(b)
the tensile splitting strength of any individual block shall be not less than 2.9MPa.
Water absorption of interlocking concrete paving blocks shall be as follows: (a)
an average of 3 specimens tested in accordance with BS EN 1338 shall not be greater than 5%
(b)
no individual result shall be greater than 6%.
CLAY PAVING BLOCKS
2.4.1
Materials
1
Clay paving blocks shall have chamfers, be colour resistant and without nibs.
2
The clay paving blocks shall be classified as follows:
3
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2.4
(a)
Type
A
:
to be used in pedestrian/footpath areas.
(b)
Type
B
:
to be used in trafficked areas.
The clay paving blocks shall comply with the requirements given in the following Table: Table 2.1 Requirements for clay paving blocks Item No.
Specified Limits Requirement
Test Method Type A
Type B 65 mm (± 3 mm)
1.
Work size thickness (tolerance)
BS 6677 : Part 1 : 1986
50 mm (± 3 mm)
2.
Average Compressive Strength
BS 3921 : 1985
50 N/mm min
3.
Individual Compressive Strength
BS 3921 : 1985
4.
Average Transverse Breaking Load
BS 6677 : Part 1 : 1986
2
75 N/mm min
2
47 N/mm min
2
70 N/mm min
5.0 kN min
7.0 kN min
2
QCS 2014
Section 27: External Works Part 02: Block Paved Areas
Page 5
Specified Limits
Item No.
Requirement
Test Method Type A
Type B
5.
Individual Transverse Breaking Load
BS 6677 : Part 1 : 1986
3.0 kN min
4.0 kN min
6.
Water Absorption
BS 3921 : 1985
12 % max
7 % max
7.
Mean Wet Skid Resistance Value
BS 6677 : Part 1 : 1986
60 min
60 min
8.
Efflorescence
BS 3921 : 1985
Nil to moderate
Nil to slight
GRANITE PAVING BLOCKS
2.5.1
Materials
1
Materials for granite paving blocks shall be of first quality natural granite.
2
Granite paving block thickness shall be 70 mm on roads and parking areas unless otherwise detailed in the Project Documentation.
3
The density of granite paving blocks shall be 2,560 kg/m or more when measured in accordance with ASTM C 97.
4
The water absorption of granite paving blocks shall be 0.40% (maximum) when measured in accordance with ASTM C 97.
5
The minimum compressive strength of granite paving blocks shall be 131 MPa when measured in accordance with ASTM C 170.
6
The modulus of rupture of granite paving blocks shall be 10.34 MPa or more when measured in accordance with ASTM C 99.
7
The abrasion resistance of granite paving blocks shall be HA25 (minimum) when measured in accordance with to ASTM C 241 / C 1353.
8
The flexural strength of granite paving blocks shall be 8.27 MPa or more when measured in accordance with ASTM C 880.
2.5.2
Surface Finish
1
Edges shall be split in a straight line with a hydraulic guillotine. The resulting edge shall be straight, but broken along the natural grain structure of the stone with concave and convex areas along the edge.
2.5.3
Top Surface Finish
1
Granite paving blocks shall be finished with a thermal, highly slip resistant, rough textured surface.
3
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Section 27: External Works Part 02: Block Paved Areas
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INSTALLATION OF PAVING BLOCKS
2.6.1
General Requirements
1
These clauses are for the installation of interlocking concrete, clay and granite paving blocks.
2
Paving blocks shall be laid on the sand laying course in such a manner as not to disturb the blocks already laid.
3
Each block shall be placed firmly against its neighbour so that they fit closely together.
4
Joints between blocks shall not exceed 3 mm.
5
Laying of the paving blocks shall commence at right angles to the main pavement axis starting at one end of the area.
6
The blocks shall be laid in patterns as shown in the Project Documentation or instructed by the Engineer.
7
Where blocks do not fit the edge restraints or other obstructions such as manholes or upstands, the gaps shall be filled using cut blocks.
8
Blocks shall be cut using only a mechanical or hydraulic block splitter.
2.7
PLAYGROUNDS, PARKS AND OTHER AREAS
2.7.1
General Requirements
1
The Contractor shall provide test certificates for surfaces made specifically for outdoor playing areas, such as soft impact type paving, showing compliance with all pertinent health and safety requirements of the applicable government departments and agencies.
2
Surfaces made specifically for outdoor playing areas shall be installed by specialised subcontractors experienced in such work unless otherwise approved by the Engineer.
2.8
SPORTS ACTIVITY PLAYING SURFACES
2.8.1
General Requirements
1
Outdoor sporting surfaces such as tennis courts, running tracks and the like shall be installed by specialised sub-contractors experienced in such work unless otherwise approved by the Engineer.
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2.6
END OF PART
QCS 2014
Section 27: External Works Part 03: Fences and Gates
Page 1
3
FENCES AND GATES ............................................................................................................. 2
3.1
GENERAL ................................................................................................................................ 2
3.1.1 3.1.2 3.1.3
Scope References Submittals
3.2
FENCES ................................................................................................................................... 2
3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 3.2.6 3.2.7 3.2.8
General Requirements Chain Link Fences and Gates Ornamental Metal Fences Wire Fences Wood Fences Open Mesh Steel Panel Fences Security Fences Tennis Court Fencing
3.3
FIELD GATES .......................................................................................................................... 4
3.3.1
General Requirements
3.4
WIND BREAKS ........................................................................................................................ 4
3.4.1
General Requirements
2 2 2 2 3 3 3 3 4 4 4 4
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Section 27: External Works Part 03: Fences and Gates
3
FENCES AND GATES
3.1
GENERAL
3.1.1
Scope
1
This Part specifies the requirements for fences and gates and for wind breaks.
2
Related Sections and Parts are as follows: Section 5 Section 6 Section 18
Page 2
Concrete Roadwork Carpentry, Joinery and Ironmongery
3.1.2
References
1
The following standards are referred to in this Part: BS 729........................Hot dipped galvanized coatings on iron and steel articles BS 1722 .....................Fences BS 3470 .....................Field Gates and Posts Submittals
1
Shop drawings are to be provided with layout of fences and gates with dimensions, details of all components, accessories, material finishes and post foundations.
2
The Contractor shall provide manufacturer’s catalogues indicating proposed materials and components for approval by the Engineer.
3
The Contractor shall provide a colour selection for finishes designated and samples of materials (e.g., finials, caps, and accessories) if instructed by the Engineer.
4
The Contractor shall provide mock-ups if instructed by the Engineer.
3.2
FENCES
3.2.1
General Requirements
1
Fittings and dimensions of fences shall be as detailed in the Project Documentation.
2
Permanent gates shall generally be built in accordance with the relevant provisions of BS 1722 and as specified herein. Table 3.1 provides Part numbers of BS 1722 for all fencing types.
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3.1.3
QCS 2014
Section 27: External Works Part 03: Fences and Gates
Page 3
Table 3.1 Fencing Types in BS 1722 Part of BS 1722
Type of fencing Chain link fences
2
Woven wire fences
3
Strained wire fences
4
Cleft chestnut pale fences
5
Close boarded fences
6
Wooden palisade fences
7
Wooden post and rail fences
8
Mild steel (low carbon steel) continuous bar fences
9
Mild steel (low carbon steel) fences with round or square verticals and flat posts and horizontals
10
Anti-intruder chain link fences
11
Woven wood and lap boarded panel fences
12
Steel palisade fences
13
Chain link fences for tennis court surrounds
14
Open mesh steel panel fences
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1
Concrete for the surrounding the bases of fencing posts shall be in accordance with BS 1722 and shall comply with the relevant provisions of Section 5, Concrete.
4
All timber work for permanent fencing shall be given preservative treatment in accordance with the relevant provisions of BS 1722 and Section 18, Carpentry, Joinery and Ironmongery.
5
The Contractor shall provide calculations showing that the fence and it components can satisfactorily sustain a 3 second gust of 180 kph (50 m/s).
3.2.2
Chain Link Fences and Gates
1
Chain link fencing shall comply with the requirements of BS 1722 Part 1 and of Section 6, Roadworks.
3.2.3
Ornamental Metal Fences
1
Ornamental metal fences and gates shall comply with the relevant provisions of BS 1722 Parts 8, 9 and 12 and of Section 18, Carpentry, Joinery and Ironmongery.
3.2.4
Wire Fences
1
Wire fences shall comply with the relevant provisions of BS 1722 Parts 2 and 3 and of Section 18, Carpentry, Joinery and Ironmongery.
3.2.5
Wood Fences
1
Wood fences shall comply with the relevant provisions of BS 1722 Parts 4, 5, 6, 7 and 11 and of Section 18, Carpentry, Joinery and Ironmongery.
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QCS 2014
Section 27: External Works Part 03: Fences and Gates
Page 4
Open Mesh Steel Panel Fences
1
Open mesh steel panel fences shall comply with the relevant provisions of BS 1722 Part 14 and of Section 18, Carpentry, Joinery and Ironmongery.
3.2.7
Security Fences
1
Security fences shall comply with the relevant provisions of BS 1722 Part 10 and of Section 18, Carpentry, Joinery and Ironmongery.
2
Any additional requirement by the end user of security fencing shall also be complied with.
3.2.8
Tennis Court Fencing
1
Tennis court fences shall comply with the relevant provisions of BS 1722 Part 13 and of Section 18, Carpentry, Joinery and Ironmongery.
3.3
FIELD GATES
3.3.1
General Requirements
1
Fittings and dimensions for gates shall be as detailed in the Project Documentation.
2
Field gates, posts and fittings shall comply with the relevant provisions of BS 3470.
3
All timber for field gates and posts shall be given preservative treatment in accordance with the provisions of BS 3470 and Section 18, Carpentry, Joinery and Ironmongery.
4
All fittings and steel field gates and posts shall be hot dip galvanized in accordance with BS 729.
3.4
WIND BREAKS
3.4.1
General Requirements
1
Components, fittings and dimensions for wind breaks shall be as detailed in the Project Documentation.
2
The Contractor shall provide calculations showing that the wind break and its components can satisfactorily sustain the wind loads.
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3.2.6
END OF PART
QCS 2014
Section 27: External Works Part 04: Fountains and Aquatic Features
Page 1
4
FOUNTAINS AND AQUATIC FEATURES ................................................................ 2
4.1
GENERAL ................................................................................................................. 2
4.1.1 4.1.2 4.1.3
Scope References General Requirements
4.2
FOUNTAINS .............................................................................................................. 2
4.2.1
General Requirements
4.3
DESIGN CONSIDERATIONS ................................................................................... 3
4.3.1 4.3.2 4.3.3
Provision of Overflow Drain Provision of Drain Down Testing of Features Designed to Retain an Aqueous Liquid
2 2 2
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QCS 2014
Section 27: External Works Part 04: Fountains and Aquatic Features
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FOUNTAINS AND AQUATIC FEATURES
4.1
GENERAL
4.1.1
Scope
1
This Part specifies the requirements for specifications for water fountains, waterfalls and other aquatic features.
2
Related Sections and parts are as follows: Section 9 Section 19 Section 20
Mechanical and Electrical Work Plumbing Work Drainage Works for Buildings
4.1.2
References
1
The following standards are referred to in this Part: BS 7671......................Requirements for electrical installations
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BS EN 60598 .............Luminaries
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
4.2
FOUNTAINS
4.2.1
General Requirements
1
Pumps for fountains shall comply with the relevant provisions of Section 9, Mechanical and Electrical Equipment, and Section 19, Plumbing Work.
2
Pipework associated with fountains shall comply with the relevant provisions of Section 19, Plumbing Work.
3
Electrical works related to fountains shall comply with the relevant provisions of BS 7671 and the requirements of QGEWC.
4
Luminaries for fountains shall comply with the relevant provisions of BS EN 60598-2-18.
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4.1.3
QCS 2014
Section 27: External Works Part 04: Fountains and Aquatic Features
Page 3
DESIGN CONSIDERATIONS
4.3.1
Provision of Overflow Drain
1
All tanks, water holding structures and the like associated with fountains and aquatic features shall include provision for an overflow drain.
2
Overflow pipework shall be sized to accommodate flows in excess of the maximum incoming flow where appropriate.
3
Pipework associated with overflow drains shall comply with the relevant provisions of Section 20, Drainage for Buildings.
4.3.2
Provision of Drain Down
1
All tanks, water holding structures and the like associated with fountains and aquatic features shall include provision for a drain down.
2
Pipework associated with drain downs shall comply with the relevant provisions of Section 20, Drainage for Buildings.
4.3.3
Testing of Features Designed to Retain an Aqueous Liquid
1
Unless otherwise stated by the Engineer, all structures designed to retain an aqueous liquid shall be tested for watertightness.
2
After cleaning, structures designed to retain an aqueous liquid shall be filled with water at a uniform rate. A period of 21 days shall be allowed by the Contractor for stabilisation, after which the water level shall be recorded by approved means at 24 hour intervals for a test period of 7 days. During the test period, the total permissible drop, after allowing for evaporation and rainfall, shall not exceed 10 mm.
3
Notwithstanding the satisfactory completion of the above test, any leakage visible on the outside faces of the structure shall be stopped.
4
The Contractor is responsible for provision and disposal of water for testing purposes.
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4.3
END OF PART
QCS 2014
Section 27: External Works Part 05: Site Furniture
Page 1
5
SITE FURNITURE ..................................................................................................... 2
5.1
GENERAL ................................................................................................................. 2
5.1.1 5.1.2
Scope General Requirements
5.2
PRODUCTS .............................................................................................................. 2
5.2.1
Manufactured Units
5.3
EXECUTION.............................................................................................................. 2
5.3.1
Installation
2 2 2
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Section 27: External Works Part 05: Site Furniture
Page 2
SITE FURNITURE
5.1
GENERAL
5.1.1
Scope
1
This Part specifies the requirements for site furniture.
5.1.2
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
5.2
PRODUCTS
5.2.1
Manufactured Units
1
Items covered in this Part include, but are not limited to the following:
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planters
(b)
benches
(c)
tables
(d)
rubbish bins
(e)
ash type rubbish bins
(f)
combination rubbish bins (ash type/non ash type)
(g)
bicycle storage racks
(h)
street furniture
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(a)
Information on items covered in this Part that are to be submitted to the Engineer for approval to include: (a)
dimensions
(b)
weight
(c)
construction
(d)
material
(e)
colour
(f)
finish
5.3
EXECUTION
5.3.1
Installation
1
Site furnishings and associated components and accessories shall be installed in accordance with the manufacturer's installation instructions. END OF PART
QCS 2014
Section 27: External Works Part 06: Flag Poles
Page 1
6
FLAG POLES ........................................................................................................................... 2
6.1
GENERAL ................................................................................................................................ 2
6.1.1 6.1.2 6.1.3 6.1.4 6.1.5
Scope References Submittals Delivery, Storage and Handling System Description
6.2
CONSTRUCTION .................................................................................................................... 2
6.2.1 6.2.2 6.2.3
Materials Finishes Installation
2 2 2 2 2
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Section 27: External Works Part 06: Flag Poles
Page 2
6
FLAG POLES
6.1
GENERAL
6.1.1
Scope
1
This Section specifies the requirements for manufacture, materials and installation of flag poles.
6.1.2
References
1
The following standards are referred to in this Part: BS 729........................Hot dipped galvanized coating
6.1.3
Submittals
1
The Contractor shall submit the following: manufacturer’s descriptive literature for flagpoles, including all components, accessories and configuration
(b)
shop drawings indicating detailed dimensions, base attachment details and anchor requirements
(c)
structural calculations showing stability under imposed loads
(d)
two samples illustrating pole material, colour, and finish.
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(a)
Delivery, Storage and Handling
1
The delivery, storage and handling of components included in this Part shall comply with the requirements of Section 1, General, and the following clauses.
2
The flagpole shall be spiral wrapped with protective covering and packed in protective shipping tubes or containers.
3
Flagpoles shall be delivered complete with all accessories.
6.1.5
System Description
1
Each flag pole including fittings, accessories, bases and anchorage devices shall be provided complete by a single manufacturer.
2
Flag poles and associated accessories should be designed to withstand wind loads.
3
Flag poles shall be constructed and delivered to the site in one piece, where possible and practicable. If more than one piece is necessary, provide close-fitting joints with self-aligning, internal sleeve arrangement. Joints shall be inconspicuous and weather tight.
4
The method of hoisting the flag shall be by an internal or external halyard as detailed in the Project Documentation.
6.2
CONSTRUCTION
6.2.1
Materials
1
Materials for flag poles shall be as follows unless otherwise detailed in the Project Documentation:
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QCS 2014
Section 27: External Works Part 06: Flag Poles
(a)
aluminium
(b)
steel
(c)
stainless steel
(d)
bronze
(e)
fibre glass
Page 3
6.2.2
Finishes
1
Finishes for flag poles shall be as follows unless otherwise detailed in the Project Documentation: (a)
satin brush finish (aluminium, stainless steel and bronze)
(b)
anodised finish (aluminium)
(c)
organic coatings such as paint, air drying epoxies, urethanes, and thermally cured fluorocarbons (aluminium and steel).
(d)
chemically oxidised (antique) finish (bronze)
(e)
galvanized finish (steel) in accordance with BS 729.
Installation
1
The flag pole and associated components and accessories shall be installed in accordance with the manufacturer's installation instructions.
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6.2.3
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END OF PART
QCS 2014
Page 1
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PROTECTIVE OR SHADE COVER SYSTEMS ............................................. 2 GENERAL ...................................................................................................... 2 Scope 2 General Requirements 2
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Section 27: External Works Part 07: Protective or Shade Cover Systems
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Section 27: External Works Part 07: Protective or Shade Cover Systems
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PROTECTIVE OR SHADE COVER SYSTEMS
7.1
GENERAL
7.1.1
Scope
1
This Part provides provision for inclusion of special specifications for specialised structures of protective or shade covering systems. It includes items such as awnings, tents, canopies of fabric or membrane materials supported by or stretched over metal, plastic or concrete frames.
7.1.2
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
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END OF PART
QCS 2014
Page 1
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PLAY FIELD AND PARK EQUIPMENT ......................................................... 2 GENERAL ...................................................................................................... 2 Scope 2 General Requirements 2
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Section 27: External Works Part 08: Play Field and Park Equipment
QCS 2014
Section 27: External Works Part 08: Play Field and Park Equipment
Page 2
8
PLAY FIELD AND PARK EQUIPMENT
8.1
GENERAL
8.1.1
Scope
1
This Part provides provision for inclusion of special specifications for equipment for use in playing fields and parks for sport and recreational use. It shall include for both “active use” for individuals using the facility, and for “passive use” for individuals observing the “active use”.
8.1.2
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
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END OF PART
QCS 2014
Section 27: External Works Part 09: Miscellaneous Other External Works
Page 1
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MISCELLANEOUS OTHER EXTERNAL WORKS .................................................... 2
9.1
GENERAL ................................................................................................................. 2
9.1.1 9.1.2
Scope General Requirements
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QCS 2014
Section 27: External Works Part 09: Miscellaneous Other External Works
Page 2
9
MISCELLANEOUS OTHER EXTERNAL WORKS
9.1
GENERAL
9.1.1
Scope
1
This Part provides for inclusion of special specifications for any external building works or elements designated in the Project Documentation.
9.1.2
General Requirements
1
All items in this Part require approval by the Engineer.
2
The Contractor shall submit manufacturer’s literature, drawings, samples or mock-up units for items covered in this Part for approval by the Engineer.
3
If external work items related to this Part are not specified or otherwise detailed within the Project Documentation, the Contractor shall submit appropriate specifications for approval by the Engineer.
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END OF PART
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