A4,Paper sheet size 210 x 297 mm,
cd/m 2,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,
mm 2,square millimetre,
PECU,photo-electric control unit,


BS 7501: 1989,—,—,regulation 2(9)( a ),
BS 7502: 1989,—,—,“ “,
BS EN 45003: 1995,—,—,“ “,


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 ),


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),


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),


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),


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),

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,


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 ),

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 ),

 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 1,000mm 2 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 m 3 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 m 3 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 m 3 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 m 3 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.,

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,


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,


Culs-de-sac and other access roads serving less than 100 dwellings,6 lux,2.5 lux,
Access roads serving between 100 and 400 dwellings or serving industrial premises,3.5 lux,1 lux,

Local distributor,0.5 cd/m 2,0.4,0.5,


35/36/55,low pressure sodium,6 ampere,
90/135,low pressure sodium,10 ampere,
50/70/100,high pressure sodium,6 ampere,
150,high pressure sodium,10 ampere,

5 m and 6 m columns,0.175 sq m,7 kg,
Side entry lanterns for 8 m, 10 m and 12 m columns,0.225 sq m,10 kg,
Post top lanterns for 10 m and 12 m columns,0.3 sq m,17.5 kg,

5 m and 6 m columns, Projection: 0.5 m or 0.8 m    Uplift: Not exceeding 0.3 m    Spigot: 34 mm dia x 110 mm  ,
8 m, 10 m and 12 m columns, Projection: 0.5 m to 3.0 m in 500 mm steps    Uplift: not exceeding 2.0 m    Spigot: 42 mm dia x 110 mm  ,
