SECTION B - Derry City Council

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APPENDIX 23/2 SEALING OF GAPS SCHEDULE (OTHER THAN IN BRIDGE DECK EXPANSION JOINTS) GENERAL 1. Joints in concrete paths and concrete hardstanding are to be located and to be in accordance with details on Contract Drawings. 2. Where cold poured sealants are indicated on the Drawings for sealing of gaps or joints, they shall consist of gun applied two part polysulphide complying with BS EN ISO 11600:2003. 3. Unless otherwise indicated on the Drawings, all gap joints sealers shall be backed with a suitable sized circular cross section rod of closed cell expanded polyethylene. Such rods shall be compressed and pushed into the joint prior to sealing. 4. Unless otherwise indicate on the Drawings, all joint fillers in gap joints shall consist of closed cell expanded polyethylene board of appropriate width. 5. Joint faces shall be prepared and joints installed in accordance with the manufacturer’s Instructions. 224
APPENDIX 25/2: REQUIREMENTS FOR REINFORCED SOIL AND ANCHORED EARTH STRUCTURES All earth retaining walls shall have a natural looking stone finish as Acheson and Glovers Anchor Landmark Basalt or equal and approved. The earth retaining structures shown in outline in the drawings 073030/GA/14 to 21 and in elevation on drawings 073030/GA/22 and 23 shall be designed and constructed by the contractor. The retaining wall system selected for each section shall not take up an extent of land take that will cause a reduction in the area and dimensions shown on the drawings for any of the other facilities that make up the works shown on the drawings including roads, graveplots, paths, headstone foundation, buildings, access areas, planting areas and landscape areas and existing areas that are to be maintained. Where the selected retaining wall system is located adjacent to a graveplot area the contractor must demonstrate that graves can be dug immediately behind the wall without compromising the stability and safety of the wall or the excavation. Reinforced Earth Retaining Walls Reinforced Earth Retaining Walls - see Drawing No. 073030/GA/12, 13, 22 & 23 for location, layout and details of reinforced earth slopes and associated works encompassed by the “Designated Outline” Reinforced earth Retaining Walls to comply with Clause 622 of the Specification and Appendix 6/10 of the Specification. Design for reinforced earth slopes shall comply with all the relevant design guides and advice notes in the Highway Agency’s, Design Manual For Roads And Bridges DB2/05 Technical approval of Highway Structure, HA68/94 - Design Methods for the Reinforcement of Highway Slopes by Reinforced Soil and Soil Nailing Techniques. Minimum unfactored design live load surcharge to the top of the slope is 10 kN/m 2 . The design shall comply with BD70/03 Strengthened / Reinforced soils and other fills for Retaining Walls and Bridge Abutments The design of the retaining walls including the facing units and reinforcing elements shall comply with BS 8006-1:2010 Code of Practice for strengthened / reinforced soils and other fills. The design of the retaining walls shall comply with BSEN 14475:2006 Execution of special Geotechnical works. Reinforced Fill. 225
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SECTION B WORKS INFORMATION Part 1
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1.0 PREAMBLE TO THE SPECIFICATION 1
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Specification for Highway Works Sch
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Specification for Highway Works Sch
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2.0 SPECIFICATION APPENDIX 0/1: CON
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110 5mm STEEL EDGING 120 5mm STEEL
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530 FIRST CUT OF ALL GRASSED AND TU
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540 UNDERGROUND GUYING OF SPECIMEN
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Additional Clauses, Tables and Figu
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• Contamination: Do not mix topso
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o o Plant employed for transporting
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750 IMPORTED BOULDERS (DONEGAL GREY
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approved. o Size of Stone: Random s
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140 EXCAVATION OF SUBGRADES • Fin
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210 RESIN BOUND GRAVEL (FOR NEW VEH
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o o o Loosening: - Light and noncoh
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Q30 SEEDING/TURFING The Contractor
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o Type: 'Floranid Master' slow rele
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o 028 7775 0297 Properties of soil
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Section 1 in the Cemetery and 15-30
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Give notice before: o Setting out.
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o o with a fibrous root system exac
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290 SURPLUS MATERIAL o General: Rem
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- Distance from wall: 300mm approx
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502 PLEACHED TREES o Tree Pit Sizes
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Feathered Trees. 585 BACKFILLING MA
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Q40 FENCING 125 1100 MM HIGH MILD S
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o Other requirements: Gates to be p
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manufacturer’s specifications. Th
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o Manufacturer: Haddonstone (as sup
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Setting posts in concrete Standard:
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Standard, EN shall be taken to mean
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The steel is to be supplied to the
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The mortar shall be mixed as thickl
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with anti-corrosive treatments. Lig
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Covered electrodes used shall give
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15 TESTS OF MATERIALS The Steelwork
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All weights and variations or other
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The Steelwork Sub-Contractor shall
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Dry film thickness: 75 micrometres.
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APPENDIX 0/3: LIST OF NUMBERED APPE
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Appendix 0/3 List A (Cont.) Volume
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List ‘B’ gives the list of Cont
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83473/03 83473/04 83473/05 Landscap
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APPENDIX 0/5: SPECIAL NATIONAL ALTE
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Cancelled Clauses Clause No. 801NIC
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iv Unless otherwise specified all w
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Sector Schemes 10. The application
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APPENDIX AS QUALITY MANAGEMENT SCHE
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BS EN 1436 BS EN 1463-1 BS EN 1463-
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BS 4987 (11/03) Coated macadam (asp
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(11/03) Lloyd’s Register Quality
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SERIES 100 - PRELIMINARIES APPENDIX
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• High speed mobile internet conn
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APPENDIX 1/3: COMMUNICATION SYSTEM
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APPENDIX 1/5: TESTING TO BE CARRIED
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APPENDIX 1/6: SUPPLY AND DELIVERY O
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1.7.4 Excavation and sealing of iso
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APPENDIX 1/8: OPERATIVES FOR THE PR
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APPENDIX 1/9: CONTROL OF NOISE AND
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The Contractor and his designer wil
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APPENDIX 1/12: SETTING OUT AND EXIS
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Contractor, • including awaiting
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APPENDIX 1/14: MONTHLY STATEMENTS T
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APPENDIX 1/16: PRIVATELY AND PUBLIC
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1.7 The Contractor’s attention is
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Page 177 and 178: APPENDIX 1/23: RISKS TO HEALTH & SA
Page 179 and 180: APPENDIX 1/24 : QUALITY MANAGEMENT
Page 181 and 182: The Quality Plan shall be submitted
Page 183 and 184: APPENDIX 2/2: FILLING OF TRENCHES A
Page 185 and 186: Posts: 60 x10mm thick at top reachi
Page 187 and 188: APPENDIX 4/1 ROAD RESTRAINT SYSTEMS
Page 189 and 190: APPENDIX 4/2: INFORMATION REQUIRED
Page 195 and 196: APPENDIX 5/1: DRAINAGE REQUIREMENTS
Page 197 and 198: APPENDIX 5/7 TERMOPLASTIC STRUCTURA
Page 199 and 200: APPENDIX 6/1 : REQUIREMENTS FOR ACC
Page 201 and 202: Table A6/1.1 (Continued): Acceptabl
Page 203 and 204: APPENDIX 6/3: REQUIREMENTS FOR EXCA
Page 205 and 206: APPENDIX 6/5: GEOTEXTILES USED TO S
Page 207 and 208: APPENDIX 6/7: SUB-FORMATION & CAPPI
Page 209 and 210: 5 Rock cutting areas are to be left
Page 211 and 212: APPENDIX 6/10: GROUND ANCHORAGES, C
Page 213 and 214: APPENDIX 7/1: PERMITTED PAVEMENT OP
Page 215 and 216: BS 4987.2005: Clause 7.4 SCA2, SCA3
Page 217 and 218: APPENDIX 7/2: EXCAVATION AND REINST
Page 219 and 220: APPENDIX 7/4 : BOND COATS, TACK COA
Page 221 and 222: APPENDIX 11/1 : KERBS, FOOTWAYS AND
Page 223 and 224: APPENDIX 17/1 : CONCRETE - CLASSIFI
Page 225: APPENDIX 17/4 : CONCRETE - GENERAL
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SECTION B - Derry City Council

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