Page:UK Traffic Signs Manual - Chapter 8 - Part 1 (Traffic Safety Measures and Signs for Road). Designs 2009.pdf/289

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Table A1.5 Details A to K used in plans (minimum sizes given)

Details A to K used in plans (minimum sizes given)

Single carriageway road (permanent speed limit of 40mph or less)

Single carriageway road (permanent speed limit of 50 mph or more)

Dual carriageway road (permanent speed limit of 40 mph or less)

Dual carriageway road (permanent speed limit of 50mph or 60 mph)

Dual carriageway road (national speed limit)

Detail E

Method E1: Using road markings and traffic cones or

temporary vehicle safety barrier

Prescribed road marking

to diagram 1012.1 (retroreflective)

in material complying with

Running lane '35 EN 1790


 * J100mm

o o. o o o o 0 —‘_‘—500mm

\ Trafﬁc cones or temporary vehicle safety barrier

vehicle safety barrier

1m Runninglane 4.{ l7 llllllllllllllllllll

Temporary road studs*

Method E2: Using studs and traffic cones or temporary

4—500mm

Traffic cones or temporary vehicle safety barrier

Cones 750mm

Cone spacing 3 m

Relaxation 9 m

Cones 750 mm

Cone spacing 1.5m

Relaxation 3 m

Cones 750 mm (min)

Cone spacing 1.5 m

Relaxation 3 m


 * With fluorescent saturn yellow (yellow/green) bodies and uni—directional reflectors coloured amber when on the right and red on the left. Studs must conform to direction 57.

NOTES:

1) During darkness, warning lights to BS EN 123522006 should be provided in accordance with Table A1.3 (Appendix 1). 2) On motorways and all—purpose dual carriageway roads with hard shoulders on which the national speed limit applies, 1 m cones will be required for both standard works and works for which relaxations

may be applied, for both lead tapers and the facing wall of a lane change.

Al APPENDIX — TABLES 288