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

(Al/2001)<br />

3.7.4.10 The location of the crossing point at signal controlled junctions with a pedestrian phase is<br />

important on the positioning of the dropped kerb. In many occasions kerbs have been<br />

dropped around the complete radius of the kerbs between the major and minor roads.<br />

Unfortunately this tends to encourage vehicles to negotiate the curve much closer to the kerb<br />

than they normally would. Therefore, the crossing should be aligned so that the tangent<br />

point of the radius on the minor road is the point where the kerb is first ramped down to<br />

form the dropped kerb. For large radius curves, however, this may mean that the crossing is<br />

located along the minor road footway away from the normal path of pedestrians and with<br />

insufficient reservoir width for pedestrians waiting to cross. In these latter instances the<br />

crossing may be positioned closer to the minor road, but the dropped kerbs should not<br />

extend along the circumferences of the kerb radius for more than half its length. However in<br />

many locations there is also an adjacent crossing on the major road and the adjustment of<br />

the crossing on the minor road can result in the dropped kerbs of both crossings coinciding.<br />

If the crossing on the major road cannot be set further back to avoid this, at least 2m and<br />

preferably 3m of raised kerbs should be provided between adjacent crossings.<br />

3.7.4.11 As with other crossings it is essential that there is adequate reservoir space at the side of the<br />

road and within any refuge island provided for pedestrians to wait without encroaching onto<br />

the carriageway and without obstructing the movements of other passing pedestrians.<br />

3.7.4.12 Audible traffic signals must be provided at signal light controlled crossings to assist visually<br />

impaired persons. For details of operation hours, refer to Volume 4 Chapter 4.

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