Newlands Cross Upgrade EIS - European Investment Bank
Newlands Cross Upgrade EIS - European Investment Bank
Newlands Cross Upgrade EIS - European Investment Bank
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South Dublin County Council N7 <strong>Newlands</strong> <strong>Cross</strong> <strong>Upgrade</strong><br />
Environmental Impact Statement<br />
Arup Consulting Engineers<br />
Fonthill Road (R113) to just beyond the junction for <strong>Newlands</strong> Golf Club on the Belgard /<br />
Fonthill Road (R113). An overall scheme layout has been provided in Figure 4.1.<br />
Interchange ramps on all four sides of the junction will allow full access options between the<br />
N7 and the R113. The form of the junction is known as a Diamond Interchange and is<br />
compact by virtue of use of a vertical reinforced earth retaining structure for the N7 with<br />
interchange ramps pulled tight against this structure. The compact form was adopted to limit<br />
the amount of third party land acquisition. In general all third party land take is on the south<br />
side of the junction, principally from <strong>Newlands</strong> Golf Club and a private land owner on the<br />
east side of Belgard / Fonthill Road (R113) .<br />
A key objective for this scheme is to improve the level of service and safety on the N7<br />
through <strong>Newlands</strong> <strong>Cross</strong>. Particular regard was paid to the likely nature of road traffic<br />
coming form from a semi-rural environment to the west of the junction, and the position of<br />
<strong>Newlands</strong> <strong>Cross</strong> in a transition zone to a slower speed urban environment. A necessity in this<br />
regard is the removal of all direct accesses in their current form, between the N7 Service Road<br />
east of <strong>Newlands</strong> <strong>Cross</strong> and the N7 mainline.<br />
Access to and from Boot Road has been retained, with no direct access from Boot Road to the<br />
N7 for driver safety reasons.<br />
The existing N7 carries a Quality Bus Corridor (QBC) through <strong>Newlands</strong> <strong>Cross</strong>. This is<br />
achieved by dedicated bus lanes on both approaches and through the junction. There is no bus<br />
lane on the westbound N7 west of the junction. The existing QBC utilises the N7 Service<br />
Road east of the junction with restricted access to the Service Road for general traffic. There<br />
is also a bus lane on Belgard / Fonthill Road (R113) , terminating just after the junction. There<br />
is no bus lane on Fonthill Road South. The proposed scheme will retain a bus lane on the<br />
eastbound N7 up to Boot Road. Thereafter buses will share the lane for the Service Road /<br />
Fonthill Road. On the westbound N7 a continuous bus lane will be provided along the<br />
diverge up to the junction. The Belgard Road bus lane will be retained as per its current form<br />
in the new scheme.<br />
Throughout the scheme all existing pedestrian and cycle routes have been retained. In general<br />
pedestrian facilities will be improved with the proposed scheme to reflect the likely future<br />
development of this area and the introduction of the Metro line. There is a desire with this<br />
scheme to ensure there is adequate space for pedestrians adjacent to the N7, from a comfort<br />
and perceived safety perspective. To this extent there will always be some degree of<br />
separation between pedestrian routes and N7 mainline traffic.<br />
The scheme has been vertically designed such that the mainline rises from an at-grade position<br />
after the diverge and merges on both sides of the junction. This ensures that all ramps can<br />
remain at-grade, resulting in optimum vertical geometry, limited extent of road embankment<br />
works and ease of construction. An added advantage of at-grade ramps is longer ramps. This<br />
is ideal for the safe operation of diverges as the longer ramp length allows drivers to gradually<br />
adjust their speed to new conditions. There is also more space for queuing in the event of<br />
congestion and there is a lesser likelihood of queuing back onto the N7.<br />
4.2.1 Mainline Horizontal Alignment<br />
In order to minimise permanent landtake, and in particular to minimise impact on existing<br />
buildings in the vicinity of the junction, one of the principle constraints for determining the<br />
position of the mainline centreline was the existing road boundary to the north of the junction.<br />
Other constraints were the tie-in locations at both ends of the scheme. In order to limit land<br />
take to the south, the scheme was brought as tight as possible up to the existing road boundary<br />
to the north.<br />
December 2007 Page 68