The Private Streets (Construction) (Amendment) Regulations (Northern Ireland) 2001

Type Ni-Statutory-Rule
Publication 2001-02-21
State In force
Jurisdiction Northern Ireland
Department Government Printer for Northern Ireland
PDF Download
articles Not indexed
Reform history JSON API

Made: 21st February 2001

Affirmed by resolution of the Assembly on: 24th April 2001

Coming into operation: 1st May 2001

The Department for Regional Development[^f00001] (“the Department”) in exercise of the powers conferred on it by Article 5(1) and (2) of the Private Streets (Northern Ireland) Order 1980[^f00002] and of every other power enabling it in that behalf, hereby makes the following regulations:

Citation and commencement

1

These regulations may be cited as the Private Streets (Construction) (Amendment) Regulations (Northern Ireland) 2001 and shall come into operation on 1st May 2001.

Application

2

These regulations apply to the construction of streets in respect of which the Department has exercised street planning functions under Article 3(1) of the Private Streets (Northern Ireland) Order 1980 after the coming into operation of these regulations.

Amendments to the Private Streets (Construction) Regulations (Northern Ireland) 1994

3

  • “apron plate” means a detachable plate between ground level and the bottom of a control pillar door allowing access to service cables;
  • “base compartment” means a lockable compartment in the base section of a lighting column to house control gear and cable terminations;
  • “contactor” means a mechanical switching device having only one position of rest, operated otherwise than by hand, capable of making, carrying and breaking currents under normal circuit conditions including overload conditions;
  • “control pillar” means the ground mounted lockable cabinet which houses a public electricity supplier’s electrical supply equipment and the control and protection equipment for the lighting system;
  • “excavation for column base” means the excavated hole in which a lighting column will be secured;
  • “fuse switch” means a switch, (Disconnector), (Switch—Disconnector), in which a fuse-link or a fuse carrier with a fuse-link forms the moving contact;
  • “internal wiring” means the cable system within the lighting column running between the luminaire terminals and the underground supply cable, or the wiring within the control pillar;
  • “lantern” means a transparent case for holding and shielding a light;
  • “luminaire” means equipment which distributes, filters or transforms the light from one or more lamps, and which includes any part necessary for supporting, fixing and protecting the lamps, but not the lamps themselves, and, where necessary, circuit auxiliaries together with the means for connecting them to the supply;
  • “maintenance factor” means the depreciation factor to be applied to the calculated initial light level and is the product of the lamp flux maintenance factor and the luminaire maintenance factor;
  • “projection” in relation to road lighting column bracket arms means the horizontal distance from the point of entry to the luminaire to a vertical line passing through the centre of the cross section of the column at ground level;
  • “public electricity supplier” has the same meaning as in Article 3 of the Electricity (Northern Ireland) Order 1992[^f00004];
  • “road duct” means a rigid pipe of 150 mm internal diameter provided to contain a road lighting cable, which itself may be contained within a duct, where it passes across and below the carriageway;
  • “sealing compound” means an organic or chemical mixture which when contained within an enclosure will solidify to provide insulation and mechanical protection to electrical cable joints buried in the ground;
  • “side entry” in relation to road lighting luminaires means a luminaire designed so that when supported by a bracket entering the luminaire at right angles to the carriageway line and substantially parallel to the carriageway surface the majority of the light output is directed downwards towards the road surface;
  • “spigot” in relation to road lighting bracket arms means that portion of the bracket arm to which the luminaire will be attached;
  • “switch fuse” means a switch, (Disconnector), (Switch—Disconnector), in which one or more poles have a fuse in series in a composite unit;

; and

  • “uplift” means the vertical distance between the top of a lighting column and the optical centre of the luminaire;

(a) an organisation accredited in a EEA State in accordance with BS7501: 1989, BS7502: 1989 (equivalent European Standards BS EN 45001: 1995, BS EN 45002: 1996 and BS EN 45003: 1995) standards for the tests carried out; or

A4 Paper sheet size 210 x 297 mm
cd/m² Candela per square metre
CIE Commission Internationale de L'Eclairage
HBC High Breaking Capacity
Hz Hertz (cycles per second)
IP Ingress Protection
kw Kilowatt
lux lumens per square metre
mm² square millimetre
PECU photo-electric control unit

(4) All goods and materials mentioned in Schedule 2 to be used in the construction of a street shall comply with the detailed requirements set out in that Schedule.

(15A) A street shall be provided with an efficient system of street lighting in accordance with the detailed requirements of Schedule 8.

; and (c) a plan to scale of not less than 1 in 500 showing the layout of the street lighting equipment, together with four sets of drawings to a scale of 1 in 500 showing column heights and location, lantern type, lamp wattage, cable size and location, ducting arrangements, position and voltage of public electricity supplier conductors and minimum agreed clearances from columns.

(j) the erection of street lighting columns or cubicles; (k) the laying of any cable in trench or in duct; (l) the covering up of any cable or duct; and (m) the electrical testing of the street lighting installation.

(20) The person by whom or on whose behalf the plans were deposited shall bear any expenses incurred in carrying out inspections, investigations and tests and the taking of samples.

(2) If a requirement under paragraph (1) is not complied with within the time specified in the notice the Department may execute the work specified in the notice and the expenses incurred shall be borne by the person by whom or on whose behalf the plans were deposited.

Publication Amendment Amendment Citation
Serial No Reference No or date
BS 7501: 1989 — — regulation 2(9)(a)
BS 7502: 1989 — — “ “
BS EN 45003: 1995 — — “ “
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 12: 1996 — — paragraph 7
BS 65: 1991 (1997) 1 AMD 8622 paragraph 12(5)
BS 187: 1978 1 AMD 5427 paragraph 3(3)
BS EN 124:1994 1 AMD 8587 paragraphs 13(3), 15
BS 882:1992 — — paragraph 1(1)
BS 1200:1976 (1996) 1 2 3 AMD 4510 AMD 4834 AMD 5126 paragraph 2
BS 1247: Part 2:1990 — — paragraph 16
BS 1521: 1972 (1994) 1 AMD 3519 paragraph 25
BS 3148: 1980 — — paragraph 17
BS 594: Part 1: 1992 1 AMD 8397 paragraph 6(1), 6(2), 6(3)
BS EN 588-1:1997 — — paragraph 12(7)
BS 3921: 1985 (1995) 1 AMD 8946 paragraph 3(1), 3(4)
BS 4482: 1985 1 AMD 9482 paragraph 24
BS 4483: 1998 — — paragraph 26
BS 4660: 1989 (1998) 1 AMD 9132 paragraph 12(6)
BS 4987: Part 1: 1993 1 2 AMD 8122 AMD 8400 paragraphs 1(2), 5(1), 5(2), 5(3), 5(4)
BS 5911: Part 103: 1994 — — paragraph 12(2)
BS 5328: Part 1: 1997 — — paragraphs 19, 20, 21, 22, 27
BS 5328: Part 2: 1997 1 AMD 9691 paragraphs 19, 20, 21, 22, 27
BS 5328: Part 3: 1990 1 2 3 AMD 6927 AMD 7176 AMD 9312 paragraphs 19, 20, 21, 22, 27
BS 5328: Part 4: 1990 1 2 3 AMD 6928 AMD 8760 AMD 9313 paragraphs 19, 20, 21, 22, 27
BS 5481: 1977 (1998) 1 2 AMD 3631 AMD 4436 paragraph 12(6)
BS 5911: Part 2: 1982 1 2 AMD 5146 AMD 8077 paragraph 14
BS 5911: Part 100: 1988 1 2 AMD 6269 AMD 7588 paragraph 12(1)
BS 5911: Part 110: 1992 1 AMD 8155 paragraph 12(3)
BS 5911: Part 114: 1992 — — paragraph 12(4)
BS 5911: Part 230: 1994 — — paragraph 13(1)
BS 6073: Part 1: 1981 1 2 AMD 3944 AMD 4462 paragraph 3(2)
BS 7263: Part 1: 1994 — — paragraphs 10(1), 10(2), 11
BS 1377: Part 2: 1990 1 AMD 9027 paragraph 4(2)(f)
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 65: 1991(1997) 1 AMD 8622 paragraph 3(4)
BS 449: Part 2: 1969 1 2 3 4 5 6 7 8 9 AMD 416 AMD 523 AMD 661 AMD 1135 AMD 1787 AMD 4576 AMD 5698 AMD 6255 AMD 8859 paragraph 6(11)(b)
BS EN 124: 1994 1 AMD 8587 paragraph 6(13), 6(16)
BS 812: Part 110: 1990 — — paragraph 4(8)
BS 882: 1992 — — paragraph 3(7)
BS 1247: Part 2: 1990 — — paragraph 6(10)(a)
BS 1377: Part 2: 1990 1 AMD 9027 paragraph 4(9)
BS 4211: 1994 — — paragraph 6(11)(f)
BS 4660: 1989 (1998) 1 AMD 9132 paragraph 3(4)
BS 5481: 1977 (1998) 1 2 AMD 3631 AMD 4436 paragraph 3(4)
BS 5911: Part 103: 1994 — — paragraph 3(4)
BS 5911: Part 100: 1988 1 2 AMD 6269 AMD 7588 paragraph 3(4)
BS 5911: Part 110: 1992 1 AMD 8155 paragraph 3(4)
BS 5911: Part 114: 1992 — — paragraph 3(4)
BS 5911: Part 200: 1994 — — paragraph 6(4)
BS 5911: Part 230: 1994 — — paragraph 7(3), 7(5)
BS 6073: Part 1: 1981 1 2 AMD 3944 AMD 4462 paragraph 6(2)
BS EN 752-1: 1996 — — paragraph 1(4)
BS EN 752-2: 1997 — — paragraph 1(4)
BS EN 752-3: 1997 — — paragraph 1(4)
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 594: Part 1: 1992 1 AMD 8397 paragraphs 12(3), 13(3), 13(4)
BS 594: Part 2: 1992 1 AMD 8398 paragraphs 12(3), 13(3)
BS 598: Part 100: 1987 (1996) 1 2 AMD 6122 AMD 9030 paragraph 10(6)
BS 598: Part 101: 1987 — — paragraph 10(3)
BS 598: Part 102: 1996 — — paragraph 10(3)
BS 598: Part 104: 1989 (1996) 1 2 AMD 6738 AMD 9031 paragraph 10(3)
BS 598: Part 105: 1990 1 AMD 7294 paragraph 10(3)
BS 598: Part 107: 1990 (1996) 1 2 AMD 8399 AMD 9032 paragraph 10(3)
BS 598: Part 108: 1990 — — paragraph 10(3)
BS 598: Part 109: 1990 — — paragraph 10(3)
BS 812: Part 2: 1995 1 2 AMD 9195 AMD 10379 paragraph 10(3)
BS 812: Part 101: 1984 — — paragraph 10(3)
BS 812: Part 102: 1989 — — paragraph 10(3)
BS 812: Part 103: Section 103-1: 1985 1 AMD 6003 paragraph 10(3)
BS 812: Part 103: Section 103-2: 1989 — — paragraph 10(3)
BS 812: Part 105: Section 105-1: 1989 — — paragraph 10(3)
BS 812: Part 105: Section 105-2:1990 — — paragraph 10(3)
BS 812: Part 106: 1985 — — paragraph 10(3)
BS 812: Part 111: 1990 — — paragraphs 7(1), 8(1), 10(3)
BS 882: 1992 — — paragraph 10(3)
BS 1377: Part 2: 1990 1 AMD 9027 paragraphs 6(7), 7(5), 8(3)
BS 2000: Part 397: 1995 — — paragraph 10(3)
BS 3690: Part 3: 1990 — — paragraph 10(3)
BS 4483: 1998 — — paragraph 2(4)
BS 4987: Part 1: 1993 1 2 AMD 8122 AMD 8400 paragraphs 9(1), 12(2), 13(2), 13(5), 14(2), 15
BS 4987: Part 2: 1993 1 2 AMD 8158 AMD 8361 paragraphs 9(1), 9(2), 11(3), 12(2), 12(4), 13(2), 13(5)
BS 6677: Part 1: 1986 (1997) — — paragraph 17(4)
BS 6677: Part 3: 1986 — — paragraph 17(4)
BS 6717: Part 1: 1993 — — paragraph 17(1)
BS 7533: Part 3: 1997 — — paragraphs 2(1), 17(2), 17(4)
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 4987: Part 1: 1993 1 2 AMD 8122 AMD 8400 paragraph 2(2)(b)(ii)
BS 4987: Part 2: 1993 1 2 AMD 8158 AMD 8361 paragraph 2(2)(b)(ii)
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 594: Part 1: 1992 1 AMD 8397 paragraph 2(6)(a)
BS 594: Part 2: 1992 1 AMD 8398 paragraph 2(6)(a)
BS 882: 1992 — — paragraph 2(13)
BS 1881: Part 101: 1983 1 2 AMD 6091 AMD 6728 paragraph 2(28)
BS 1881: Part 102: 1983 1 2 AMD 6090 AMD 6727 paragraph 2(28)
BS 1881: Part 108: 1983 1 2 AMD 6105 AMD 9074 paragraph 2(28)
BS 1881: Part 111: 1983 1 2 AMD 6102 AMD 9387 paragraph 2(28)
BS 1881: Part 112: 1983 1 AMD 6100 paragraph 2(28)
BS 1881: Part 116: 1983 1 2 AMD 6097 AMD 6720 paragraph 2(28)
BS 4483: 1998 — — paragraph 5(21)
BS 4987: Part 1: 1993 1 AMD 8122 paragraph 2(5)
2 AMD 8400
BS 4987: Part 2: 1993 1 2 AMD 8158 AMD 8361 paragraph 2(5)
BS 7263: Part 1: 1994 — — paragraphs 2(10), 4(2), 4(8)(b), 4(9)(b)
BS 7533: Part 4: 1998 — — paragraph 4(5)
Publication Citation
The Department of the Environment and the Department for Regional Development publication “Creating Places— achieving quality in residential developments and incorporating guidance on layout and access” published in 2000 by Corporate Document Services, 67 Newpark Industrial Estate, Caulside Drive, Antrim, BT41 2DU. paragraphs 4(6), 8
Publication Amendment Amendment Citation
Serial No Reference No or date
BS 729: 1971 (1994) — — paragraph 4(3)(d)
BS 1361: 1971 (1986) 1 2 3 AMD 4171 AMD 4795 AMD 6692 paragraph 4(6)(a) and Figures 1 and 2
BS 1362: 1973 (1992) 1 2 AMD 4573 AMD 6691 Figures 1 and 2
BS 4553-1: 1998 — — paragraph 4(10)(a)
BS 4800: 1989 (1994) — — paragraph 4(15)(j)
BS 4987: Part 1: 1993 1 2 AMD 8122 AMD 8400 Figure 4
BS 5328: Part 1: 1997 — — Figure 5
BS 5489: Part 1: 1992 1 AMD 9010 paragraphs 1(1), 4(2)(a)
BS 5489: Part 2: 1992 — — paragraphs 1(1), 1(2), 4(2) (a), 4(2)(l)
BS 5489: Part 3: 1992 1 2 AMD 9011 AMD 9674 paragraphs 1(1), 4(2)(a), 4(2)(l)
BS 5489: Part 4: 1992 1 AMD 9012 paragraphs 1(1), 4(2)(a)
BS 5489: Part 5: 1992 — — paragraphs 1(1), 4(2)(a)
BS 5489: Part 6: 1992 — — paragraphs 1(1), 4(2)(a)
BS 5489: Part 7: 1992 1 AMD 9013 paragraphs 1(1), 4(2)(a)
BS 5489-8: 1998 — — paragraphs 1(1), 4(2)(a)
BS 5489: Part 9: 1996 — — paragraphs 1(1), 4(2)(a)
BS 5489: Part 10: 1992 1 AMD 9014 paragraphs 1(1), 4(2)(a)
BS 5649: Part 2: 1978 (1997) 1 AMD 3136 paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 3: 1982 (1997) — — paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 4: 1982 (1997) — — paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 5: 1982 (1997) — — paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 6: 1982 (1997) — — paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 7: 1985 (1997) — — paragraph 4(3)(a), 4(3)(i)
BS 5649: Part 8: 1982 (1997) — — paragraph 4(3)(a), 4(3)(i), 4(3)(j)
BS 5972: 1980 1 2 AMD 4094 AMD 4486 paragraph 4(8)(a), 4(8)(c)
BS 6004: 1995 — — paragraph 4(11)
BS 6346: 1997 — — paragraph 4(10)(b), 4(10)(c)
BS 6746: 1990 1 AMD 6938 paragraph 4(10)(a)
BS 7654: 1997 — — paragraph 4(9)
BS 7671: 1992 1 2 AMD 8536 AMD 9781 paragraphs 2(5), 8(1)(b), 8(5) and Figure 2
BS EN 40-1: 1992 — — paragraph 4(3)(a), 4(3)(i)
BS EN 60192: 1993 1 AMD 8718 paragraph 4(4)(b)
BS EN 60269-1: 1994 (1992) 1 2 AMD 6448 AMD 8310 Table C and Figures 1 and 2
BS EN 60529: 1992 1 AMD 7643 paragraph 4(2)(e)
BS EN 60598-2-3: 1994 1 2 AMD 9337 AMD 9685 paragraph 4(2)(a)
BS EN 60662: 1993 1 2 3 4 5 6 AMD 8348 AMD 8457 AMD 8571 AMD 9150 AMD 9777 AMD 9934 paragraph 4(4)(a)
BS EN 60922: 1997 — — paragraph 4(2)(c)
BS EN 60923: 1996 — — paragraph 4(2)(c)
BS EN 60947-3: 1992 1 2 3 AMD 7854 AMD 9079 AMD 9817 paragraph 4(6)(d)
BS EN 60947-4-1: 1992 1 2 3 4 5 AMD 7337 AMD 7702 AMD 7849 AMD 8753 AMD 9816 paragraph 4(7)(a)
BS EN 61048: 1993 1 AMD 9153 paragraph 4(2)(b)
BS EN ISO 9002: 1994 — — paragraph 4(3)(b)
Publication Citation
--- ---
The Department of the Environment and the Department for Regional Development publication “Creating Places—achieving quality in residential developments and incorporating guidance on layout and access” published in 2000 by Corporate Document Services, 67 Newpark Industrial Estate, Caulside Drive, Antrim, BT41 2DU. Table A, paragraph 2(4)(a), 2(4)(b)
Department of the Environment for Northern Ireland Manual of Contract Documents Volume 1 Specification for Highway Works, Series 1900 Protection of Steelwork against Corrosion Published by The Stationery Office paragraph 4(15)(j)

SCHEDULE 2

Goods and Materials Specification
1 Aggregates
1 for concrete To BS 882: 1992.
2 for bituminous materials Sound clean hard crushed rock graded to BS 4987: Part 1: 1993.
2 Building sand To BS 1200: 1976 (1996) Table 1.
3 Bricks
1 Clay Well fired solid common brick or ordinary quality to BS 3921: 1985 (1995).
2 Concrete To BS 6073: Part 1: 1981
3 Sand Lime To BS 187: 1978
4 Engineering To BS 3921: 1985 (1995) Table 4 Class B.
4 Bitumen Straight run or cut back petroleum bitumen in accordance with the requirements of Schedule 5 paragraph 15.
5 Bitumen macadam
1 Carriageway and shared surface basecourse 20mm dense graded basecourse to BS 4987: Part 1: 1993 supplemented by the requirements of paragraph 12 of Schedule 5 and paragraph 2(2)(b) of Schedule 6 respectively.
2 Carriageway and shared surface wearing course 10mm or 14mm size close graded wearing course macadam to BS 4987: Part 1: 1993 supplemented by the requirements of paragraph 13 of Schedule 5 and paragraph 2(2)(b) of Schedule 6 respectively.
3 Footway basecourse 20mm size dense basecourse in accordance with BS 4987: Part 1: 1993 subject to the requirements of paragraph 2(5) of Schedule 7.
4 Footway wearing course 6mm size medium graded wearing course in accordance with BS 4987: Part 1: 1993 subject to the requirements of paragraph 2(6) of Schedule 7.
6 Asphalt
1 Carriageway and shared surface basecourse 60 per cent coarse aggregate hot rolled asphalt to BS 594: Part 1: 1992 Table 2; Column 2/4, Binder to Table 1, Binder Numbers 3 or 5; supplemented by the requirements of paragraph 12 of Schedule 5.
2 Carriageway and shared surface wearing course 30 per cent coarse aggregate hot rolled asphalt to BS 594: Part 1: 1992 Table 6, Column 6/4, Schedule 1B; Binder to Table 1, Binder Numbers 3 or 5; supplemented by the requirements of paragraph 13 of Schedule 5 and paragraph 2(2)(b) of Schedule 6 respectively.
3 Footway or footpath wearing course 15 per cent coarse aggregate hot rolled asphalt to BS 594: Part 1: 1992
Table 6, Column 6/2, Schedule 1B; Binder to Table 1, Binder Numbers 3 or 5; supplemented by the requirements of paragraph 2(6) of Schedule 7.
7 Cement Ordinary or rapid hardening Portland to BS 12: 1996.
8 Cement mortar
1 general use 1 part by volume of cement to 5 of building sand.
2 for jointing pipes 1 part by volume of cement to 1 of building sand.
3 for jointing kerbs 1 part by volume of cement to 3 of building sand.
9 Lime mortar 1 part by volume of hydrated lime to 2½ parts of building sand.
10 Kerbs and edgings
1 Concrete kerbs Hydraulically compressed to BS 7263: Part 1: 1994 Type HB 2 of Figure 2 (150mm x 125mm Type BN of Figure 2 in shared surfaces).
2 Concrete edgings Hydraulically compressed to BS 7263: Part 1: 1994 Type ER or EF of Figure 4.
11 Concrete flags Hydraulically compressed to BS 7263: Part 1: 1994 Type E70.
12 Pipes
1 Concrete To BS 5911: Part 100: 1988
2 Concrete prestressed To BS 5911: Part 103: 1994
3 Concrete perforated To BS 5911: Part 110: 1992
With holes not greater than 10mm or less than 3mm; the total areas of holes shall be not less than 1,000mm² per m length of pipe.
4 Concrete porous To BS 5911: Part 114: 1992.
5 Clay To BS 65: 1991 (1997).
6 UPVC To BS 5481: 1977 (1998) or BS 4660: 1989 (1998).
7 Asbestos cement To BS EN 588-1: 1997.
13 Gullies, gully gratings and frames
1 Concrete gullies Shall have an internal diameter of 375mm and conform to BS 5911: Part 230: 1994.
2 Cast iron gullies To the requirements of paragraph 7 of Schedule 4.
3 Gully gratings and frames Cast iron to BS EN 124: 1994. Para 4 BS Ref Class C250 or D400. The metal used for the manufacture of castings to be as described in Para 6.1.1 of BS EN 124: 1994.
14 Precast concrete manholes To BS 5911: Part 2: 1982.
15 Manhole covers and frames Grade D400 and test load 400 KN. BS EN 124: 1994.
16 Step irons To BS 1247: Part 2: 1990 and the requirements of paragraph 6(10) of Schedule 4.
17 Water Mains supply, otherwise to BS 3148: 1980.
18 Sub-base and roadbase Shall be hard sound uniformly graded crushed rock, reasonably cubical in shape and free of soil, slate, vegetable or other injurious matter and graded in accordance with the requirements of paragraphs 7 and 8 of Schedule 5.
19 Concrete grade C30/20 To BS 5328: Parts 1 and 2: 1997 and Parts 3 and 4: 1990 20mm nominal size aggregate with 275 kg per m³ minimum cement content and medium workability.
20 Concrete grade C20/40 To BS 5328: Parts 1 and 2: 1997 and Parts 3 and 4: 1990 40mm nominal size aggregate with 190 kg per m³ minimum cement content and medium workability.
21 Concrete grade C20/20 To BS 5328: Parts 1 and 2: 1997 and Parts 3 and 4: 1990 20mm nominal size aggregate with 220kg per m³ minimum cement content and medium workability.
22 Concrete grade C7.5/40 To BS 5328: Parts 1 and 2: 1997 and Parts 3 and 4: 1990 40mm nominal size aggregate with 200kg per m³ minimum cement content and medium workability.
23 Grass seed Each 100kg of grass seed shall consist of— 60kg of red fescue S59 20kg of smooth stalked meadow grass 15kg of crested dogstail 5kg of white clover.
24 Mild steel reinforcing To BS 4482: 1985.
25 Waterproof membrane To BS 1521: 1972 (1994) Class B. IF.
26 Steel fabric reinforcement To BS 4483: 1998 and the requirements of paragraph 2(1) and (4) of Schedule 5.
27 Ready-mixed concrete To BS 5328: Parts 1 and 2: 1997 and Parts 3 and 4: 1990.
28 Block paving Shall be in accordance with the requirements of paragraph 17 of Schedule 5.
29 Blinding Shall be crushed rock of 19mm maximum size which is capable of filling the intricacies of the top layer of roadbase stone and being compacted to form a dense surface.
30 Luminaires Shall be in accordance with the requirements of paragraph 4(2) of Schedule 8.
31 Lighting columns, doors and bracket arms Shall be in accordance with the requirements of paragraph 4(3) of Schedule 8.
32 Lamps Shall be in accordance with the requirements of paragraph 4(4) of Schedule 8.
33 Electrical switch gear Shall be in accordance with the requirements of paragraph 4(5) of Schedule 8.
34 Electrical switch fuses and fuse switches Shall be in accordance with the requirements of paragraph 4(6) of Schedule 8.
35 Contactors Shall be in accordance with the requirements of paragraph 4(7) of Schedule 8.
36 PECUs Shall be in accordance with the requirements of paragraph 4(8) of Schedule 8.
37 Cut-outs Shall be in accordance with the requirements of paragraph 4(9) of Schedule 8.
38 Electrical cable Shall be in accordance with the requirements of paragraph 4(10) and (11) of Schedule 8.
39 Cable ducting Shall be in accordance with the requirements of paragraph 4(12) of Schedule 8.
40 Cable marker tape Shall be in accordance with the requirements of paragraph 4(13) of Schedule 8.
41 Cable jointing kits Shall be in accordance with the requirements of paragraph 4(14) of Schedule 8.
42 Control pillars Shall be in accordance with the requirements of paragraph 4(15) of Schedule 8.
Type of pipe (not exceeding Joint type 600mm diameter) Bedding class
Concrete to BS 5911: Part 100: 1988. Standard pipes for diameter not exceeding 300mm: Class M pipe or Class H pipe for diameter greater than 300mm Flexible spigot and socket joints as described in BS 5911: Part 100: 1988 B
Prestressed concrete pipes to BS 5911: Part 103: 1994 Flexible spigot and socket or rebated joints as described in BS 5911: Part 103: 1994 B
British Standard clay pipes to BS 65: 1991 (1997). Extra strength pipes to be used in all cases Type 1 sockets with flexible joints as described in BS 65: 1991 (1997) B
UPVC pipes to BS 5481: 1977 (1998) or BS 4660: 1989 (1998) Perforated concrete pipes to BS 5911: Part 110: 1992 As described in BS 5481: 1977 (1998) or BS 4660: 1989 (1998) Rebated joints as described in BS 5911: Part 110: 1992 E A
Porous concrete pipes to BS 5911: Part 114: 1992 Ogee or rebated joints as described in BS 5911: Part 114: 1992 A
Dimension for Precast Concrete Chambers Dimension for Precast Concrete Chambers Dimension for Precast Concrete Chambers
Diameter of Pipe in mm Depth of Chamber in m Internal Diameter of Chamber in mm
150 up to 3.1 1200
225 up to 3.2 1200
300 up to 3.275 1200
375 up to 3.35 1200
450 up to 3.75 1350
525 up to 3.825 1350
600 up to 3.9 1350
675 up to 4.0 1350
750 up to 4.075 1500
825 up to 4.15 1500
900 up to 4.225 1800
  • the rungs shall be equally spaced at centres of between 250mm and 300mm and fixed to the stringers in accordance with BS 4211: 1994.

(3) Carriageway, including shared surface, gullies shall be circular 375mm internal diameter in accordance with BS 5911: Part 230: 1994.

; and

(9) Where the sub-base is to be constructed of material used to provide protection to the formation from construction traffic in accordance with paragraph 6(5) the top layers of the material shall be removed to provide the depth required by Table A, B or C as appropriate and the material re-compacted in accordance with the requirements of Table E.

(3) The testing of bituminous materials shall be carried out by an approved laboratory as laid down in BS 598: Part 101: 1987; Part 102: 1996; Part 104: 1989 (1996); Part 105: 1990; Part 107: 1990 (1996); Part 108: 1990 and Part 109: 1990; BS 812: Part 102: 1989; BS 812: Part 103: Section 103-1: 1985; BS 812: Part 103: Section 103-2: 1989; BS 812: Part 105: Section 105-1: 1989; BS 812: Part 105: Section 105-2: 1990; BS 812: Part 106: 1985 and BS 882: 1992; BS 812: Part 2: 1995; Part 101: 1984; Part 103: 1985; Part 111: 1990 and Section 105-1: 1989; BS 2000: Part 397: 1995; BS 3690: Part 3: 1990; and copies of the certified results of the tests shall be given to the Department.

(2) Subject to sub-paragraph (6) kerbs shall be laid to provide a 125mm (40mm in shared surfaces) kerb face and shall be 255mm by 125mm hydraulically compressed concrete to BS 7263: Part 1: 1994 Type HB2 of Figure 2 (150mm x 125mm Type BN of Figure 2 in shared surfaces) set on a grade C7.5/40 cast in-situ concrete bed 400 mm wide by 150 mm deep and backed with grade C7.5/40 concrete.

(5) Joints shall be between 5mm and 7mm wide and filled with cement mortar in accordance with BS 7533: Part 4: 1998.

(8) Service strips shall be in accordance with the Department of the Environment and the Department for Regional Development publication “Creating Places—achieving quality in residential developments and incorporating guidance on layout and access” published in 2000

SCHEDULE

Signed

Sealed with the Official Seal of the Department for Regional Development on 21st February 2001.

J. Carlisle — A senior officer of the — Department for Regional Development

Explanatory note

(This note is not part of the Regulations.)

These regulations amend the Private Streets (Construction) Regulations (Northern Ireland) 1994 (“the principal regulations”).

These regulations apply to the construction of streets in respect of which the Department for Regional Development has exercised street planning functions after the coming into operation of the Regulations.

The regulations make the following main changes:—

Footnotes

[^f00001]: See S.R. 1999 No. 481 Article 6(d) and Schedule 4 Part IV

[^f00002]: S.I. 1980/1086 (N.I. 12) as amended by Article 6 of S.I. 1992/3203 (N.I. 19)

[^f00003]: S.R. 1994 No. 131

[^f00004]: S.I. 1992/231 (N.I. 1)

[^f00005]: A list of approved contractors is obtainable from NICEIC, Vintage House, 37 Albert Embankment, London SE1 7UJ (Telephone: 0171 5642323)

Reading this document does not replace reading the official text published on legislation.gov.uk. Contains public sector information licensed under the Open Government Licence v3.0. We assume no responsibility for any inaccuracies arising from the conversion of the original CLML XML to this format.

This text is published under legislation.gov.uk's own terms of reuse, not a Legalize or public-domain licence. legislation.gov.uk
Open Government Licence v3.0 (attribution required)
© Crown and database right. Derived from content available under the Open Government Licence v3.0 from legislation.gov.uk.