SECTION B - Derry City Council

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APPENDIX 17/3 : SURFACE FINISHES 1. The required surface finish to the new concrete footways and hardstanding areas = brushed with smooth edges as detailed in Appendix 11/1. 2. Permanently exposed concrete surfaces shall be to Class F3 finish to Clause 1708 and shall be protected from rust marks and stains of all kinds. 3. Hidden concrete surfaces shall be to class F1 finish to Clause 1708. 4. All formwork joints for exposed surfaces shall form a regular pattern agreed with the Client’s Representative with horizontal and vertical lines continuous throughout each structure and all construction joints shall coincide with these horizontal and vertical lines. 5. Surface finish to the exposed soffit and internal sides of the precast concrete beams, and to the outside exposed elevation of the precast concrete edge beam, is to have a Class F3 finish. The hidden concrete face on the top surface of the precast concrete beams that will be cast into the deck shall be Class 2, “rough as cast”, to clause 1710 of the specification. 222
APPENDIX 17/4 : CONCRETE – GENERAL 1. Provide a minimum 50mm concrete cover to all reinforcement, with exception of salt silo which will have a minimum 75mm concrete cover to all reinforcement 2. The use of admixtures shall not be permitted without the written approval of the Project Manager. 3. See Appendix 1/5 for testing requirements for concrete. 4. The location of all proposed construction joints must be as indicated on the relevant contract drawings. 223
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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
Page 173 and 174: 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: APPENDIX 17/1 : CONCRETE - CLASSIFI
Page 227 and 228: APPENDIX 25/2: REQUIREMENTS FOR REI
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SECTION B - Derry City Council

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