SECTION B - Derry City Council

More documents

Recommendations

Info

Web: www.tobermore.co.uk • Product reference: Country Kerbs • Type: 250 x 125 x 915mm Country Kerb • Finish/ colour: Standard Aggregate Textured o Foundations and excavations and builders work as shown on the details Drawing Nr 83473-05 110 5mm STEEL EDGING o Borderline steel lawn edging as supplied by Greenleaf Ireland (Ivy House, 24a Church Road, Londonderry, BT47 3QQ, T: +44 (0)28 7134 56820, E: sales@greenleafireland.com) or similar approved. Fitted in accordance with manufacturer’s instructions. o Product Reference: BL 150 JS; Borderline Steel lawn edging, 2m long units, 150mm deep x 5mm thick, including 3 Nr staked per length, Colour brown polyester powder coated. o Excavations and builders work as shown on the detail Drawing Nr 83473-05 and fitted as per manufacturer’s recommendations 120 5mm STEEL EDGING TREE RINGS o Borderline steel edging as supplied by Greenleaf Ireland (Address as previously stated, Tel: 028 7134 5620) or similar approved. Product Reference: Special order, Borderline steel edging, 150mm deep x 5mm thick, 1800mm Diameter, including 8 Nr stakes per ring, colour brown polyester powder coated fitted as per manufacturer’s recommendations 130 SUPEREDGE PLASTIC EDGING o Plastic edging as supplied by Greenleaf Ireland (Address as previously stated, Tel: 028 7134 5620) or similar approved. o Product Reference: SELE; 30m rolls, 150mm Deep, Colour Black; 3mm thick To include 40Nr Stakes per 30m roll and 4Nr H-clips per roll fitted as per manufacturer’s recommendations Q20 GRANULAR SUB-BASES TO ROADS/PAVINGS To be read with Preliminaries/General conditions. 130 HERBICIDE: Apply an approved type of herbicide in accordance with manufacturer's recommendations to subgrade of roads, footpaths and courtyards. 28
140 EXCAVATION OF SUBGRADES • Final excavation to formation/ sub-formation level: Carry out immediately before compaction of subgrade. • Soft spots and voids: Give notice. • Wet conditions: Do not excavate or compact when the subgrade may be damaged or destabilized. 145 PREPARATION AND COMPACTION OF SUBGRADES • Timing: Immediately before placing sub-base. • Compaction: Thoroughly, by roller or other suitable means, adequate to resist subsidence or deformation of the subgrade during construction and of the completed roads/ pavings when in use. Take particular care to compact fully at intrusions, perimeters and where local excavation and backfilling has taken place. 150 SUBGRADE FOR VEHICULAR AREAS: Sub-base to be placed within 12 hours of formation level being exposed and compacted. Immediately before placing sub-base prepare and compact subgrade in accordance with Highways Agency Specification for highway works, clauses 616 and 617. 160 SUBGRADE FOR PEDESTRIAN AREAS: Sub-base to be placed within 12 hours of formation level being exposed and compacted. Immediately before placing sub-base thoroughly compact subgrade with a roller weighing not less than 2.5 tonnes or equivalent other plant. 170 GEOTEXTILE FILTER: • Lay an approved type in accordance with manufacturer's recommendations to compacted subgrade of vehicular areas. • Do not allow construction or other vehicles over the geotextile until it is fully covered by the granular sub-base. Q23 RESIN BOUND GRAVEL/ VEHICULAR / PEDESTRIAN To be read with Preliminaries/ General conditions. 29
Page 1 and 2: SECTION B WORKS INFORMATION Part 1
Page 3 and 4: 1.0 PREAMBLE TO THE SPECIFICATION 1
Page 5 and 6: Specification for Highway Works Sch
Page 7 and 8: Specification for Highway Works Sch
Page 9 and 10: 2.0 SPECIFICATION APPENDIX 0/1: CON
Page 11 and 12: 110 5mm STEEL EDGING 120 5mm STEEL
Page 13 and 14: 530 FIRST CUT OF ALL GRASSED AND TU
Page 15 and 16: 540 UNDERGROUND GUYING OF SPECIMEN
Page 17 and 18: Additional Clauses, Tables and Figu
Page 23 and 24: • Contamination: Do not mix topso
Page 25 and 26: o o Plant employed for transporting
Page 27 and 28: 750 IMPORTED BOULDERS (DONEGAL GREY
Page 29: approved. o Size of Stone: Random s
Page 33 and 34: 210 RESIN BOUND GRAVEL (FOR NEW VEH
Page 35 and 36: o o o Loosening: - Light and noncoh
Page 37 and 38: Q30 SEEDING/TURFING The Contractor
Page 39 and 40: o Type: 'Floranid Master' slow rele
Page 41 and 42: o 028 7775 0297 Properties of soil
Page 43 and 44: Section 1 in the Cemetery and 15-30
Page 45 and 46: Give notice before: o Setting out.
Page 47 and 48: o o with a fibrous root system exac
Page 49 and 50: 290 SURPLUS MATERIAL o General: Rem
Page 51 and 52: - Distance from wall: 300mm approx
Page 53 and 54: 502 PLEACHED TREES o Tree Pit Sizes
Page 55 and 56: Feathered Trees. 585 BACKFILLING MA
Page 57 and 58: Q40 FENCING 125 1100 MM HIGH MILD S
Page 59 and 60: o Other requirements: Gates to be p
Page 61 and 62: manufacturer’s specifications. Th
Page 63 and 64: o Manufacturer: Haddonstone (as sup
Page 65 and 66: Setting posts in concrete Standard:
Page 67 and 68: Standard, EN shall be taken to mean
Page 69 and 70: The steel is to be supplied to the
Page 71 and 72: The mortar shall be mixed as thickl
Page 73 and 74: with anti-corrosive treatments. Lig
Page 75 and 76: Covered electrodes used shall give
Page 77 and 78: 15 TESTS OF MATERIALS The Steelwork
Page 79 and 80: All weights and variations or other
Page 81 and 82:
The Steelwork Sub-Contractor shall
Page 83 and 84:
Dry film thickness: 75 micrometres.
Page 85 and 86:
APPENDIX 0/3: LIST OF NUMBERED APPE
Page 87 and 88:
Appendix 0/3 List A (Cont.) Volume
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
List ‘B’ gives the list of Cont
Page 95 and 96:
83473/03 83473/04 83473/05 Landscap
Page 97 and 98:
APPENDIX 0/5: SPECIAL NATIONAL ALTE
Page 99 and 100:
Cancelled Clauses Clause No. 801NIC
Page 101 and 102:
iv Unless otherwise specified all w
Page 103 and 104:
Sector Schemes 10. The application
Page 105 and 106:
APPENDIX AS QUALITY MANAGEMENT SCHE
Page 107 and 108:
BS EN 1436 BS EN 1463-1 BS EN 1463-
Page 109 and 110:
BS 4987 (11/03) Coated macadam (asp
Page 111 and 112:
(11/03) Lloyd’s Register Quality
Page 113 and 114:
SERIES 100 - PRELIMINARIES APPENDIX
Page 115 and 116:
• High speed mobile internet conn
Page 117 and 118:
APPENDIX 1/3: COMMUNICATION SYSTEM
Page 119 and 120:
APPENDIX 1/5: TESTING TO BE CARRIED
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
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 191 and 192:
Page 193 and 194:
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 and 226:
APPENDIX 17/4 : CONCRETE - GENERAL
Page 227 and 228:
APPENDIX 25/2: REQUIREMENTS FOR REI
show all

SECTION B - Derry City Council

Create successful ePaper yourself

Delete template?

Save as template?