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T.P.D.M.V.2.3<br />

(Al/2001)<br />

3.4.5 Service Roads<br />

3.4.5.1 Table 3.4.5.1 indicates the carriageway widths to be used for service roads.<br />

Table 3.4.5.1<br />

Carriageway Widths of Service Roads (m)<br />

Carriageway Type Cars Only All Vehicles<br />

One Way 4.5 5.5<br />

Two Way 5.5 6.75<br />

Industrial Fire Escape & Rear Service Road — 7.3<br />

3.4.5.2 For service roads less than 6m in width, an overall width, when clear of any obstructions, of<br />

at least 6m, but which may include adjacent kerbs, footways or verges, must be provided to<br />

allow fire service appliances to operate in the event of emergency.<br />

3.4.5.3 Service roads, which are sometimes provided to reduce the number of points of access on to<br />

a major road, should only be considered when the alternative of providing a rear access road<br />

system connecting to the major road through proper junctions is found to be impracticable.<br />

Where such service roads are provided careful attention needs to be given to the junction<br />

arrangement of the service road with the main road and any side road as because of the<br />

restricted visibility of traffic on the service road these junctions can have a high accident<br />

risk potential. Consideration should be given to reducing as far as possible likely traffic<br />

conflict points.<br />

3.4.5.4 The verge between the main carriageway and the service road should generally be 2 m in<br />

width and never less than 1.5 m. Additional local widening may be necessary however in<br />

the vicinity of junctions.<br />

3.4.5.5 Fire Escape and Rear Service Roads in Industrial Areas should be 7.3 m in width.<br />

3.4.5.6 Details of turning areas are given in Diagrams 3.4.5.1 & 3.4.5.2. However Chapter 2, and<br />

Chapter 4 should also be referred to if there is any doubt as to the adequacy of the areas in<br />

terms of the type of vehicles likely to use them.

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