SECTION B - Derry City Council

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APPENDIX 5/7 THERMOPLASTIC STRUCTURAL WALL PIPES AND FITTINGS (CONTINUED) Table 3: Polyethylene (PP) Property Test Method Reference Specification Tensile Properties BS EN ISO 6259 BS EN ISO 527-1 Oxygen induction time BS EN 728 Melt Flow Rate BS EN ISO 1133 Density BS EN ISO 1183-3, ISO 4451 Heat Revision ISO 12091 Effects of heat (injection moulded fittings only) BS EN 763 196
APPENDIX 6/1 : REQUIREMENTS FOR ACCEPTABILITY AND TESTING OF EARTHWORKS MATERIALS IF AT ANY STAGE DURING EARTHWORK OPERATIONS THE CONTRACTOR THINKS HE MAY HAVE DISTURBED A MARKED, OR UNMARKED GRAVE, HE SHALL CEASE WORK IN THAT AREA IMMEDIATELY AND NOTIFY THE COUNCIL & PROJECT MANAGER FOR FURTHER INSTRUCTION. Requirements for acceptability and testing of earthworks materials are set out below separately for site won excavated fill material and Imported Fill Materials Site Won Fill Material Fill materials shall be site excavated glacial till material. The acceptability of the material shall be determined by the Project Manager by way of inspection and based on the results of tests carried out in accordance with Appendix 5.1 A copy of the site investigation is included in Section D. Imported Material 1 Cohesive fill material for grave plot areas. The following fill materials, referenced to Table 6/1 of Series 600 of the Specification, shall be imported for use in the works in grave areas. Class 2A Class 2B Class 2C Class 2D Wet Cohesive Material Dry cohesive Material Stony cohesive material and Silty Cohesive material The acceptable limits for these material are given in Table A6/1.1 below 2 Selected Granular Fill Material for Roads and Structures The following materials reference to Table 6/1 of Series 600 of the specification shall be imported for use in the works in areas below roads and adjacent to structures Class 6N Class 6F2 Selected Granular Fill: To be used as fill to structures. Selected Granular Fill: Capping 197
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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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Page 147 and 148: APPENDIX 1/5: TESTING TO BE CARRIED
Page 155 and 156: APPENDIX 1/6: SUPPLY AND DELIVERY O
Page 157 and 158: 1.7.4 Excavation and sealing of iso
Page 159 and 160: APPENDIX 1/8: OPERATIVES FOR THE PR
Page 161 and 162: APPENDIX 1/9: CONTROL OF NOISE AND
Page 163 and 164: The Contractor and his designer wil
Page 165 and 166: APPENDIX 1/12: SETTING OUT AND EXIS
Page 167 and 168: Contractor, • including awaiting
Page 169 and 170: APPENDIX 1/14: MONTHLY STATEMENTS T
Page 171 and 172: APPENDIX 1/16: PRIVATELY AND PUBLIC
Page 173 and 174: 1.7 The Contractor’s attention is
Page 175 and 176: (signage and coning) a minimum of 3
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: APPENDIX 5/7 TERMOPLASTIC STRUCTURA
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 and 226: APPENDIX 17/4 : CONCRETE - GENERAL
Page 227 and 228: APPENDIX 25/2: REQUIREMENTS FOR REI
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SECTION B - Derry City Council

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