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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 />

be an entry point at the most western point of the works with an exit just before <strong>Newlands</strong><br />

<strong>Cross</strong> Junction.<br />

The second entry point will be the other side of the junction with an exit close to the most<br />

easterly point of the works. There will be a similiar arrangement for traffic coming from<br />

Dublin travelling westbound i.e. the first entry close to the most easterly point of the works,<br />

exiting in advance of the junction and the second entry just beyond the junction, exiting at the<br />

western most point of the works.<br />

3.7.5 Traffic Management during Construction<br />

A number of traffic management measures will be implemented during the phasing of<br />

construction works for both options as follows.<br />

3.7.5.1 Option 1 – Overpass<br />

Temporary traffic diversions will be constructed offline and to the south of the proposed<br />

overbridge location to facilitate the diversion of the Naas Road (N7) from its current<br />

alignment while existing traffic flow is maintained. Temporary traffic lights, barriers and road<br />

markings will also be put in place. All existing traffic movements will be accommodated<br />

within the temporary traffic phasing.<br />

There will be a number of overnight closures when the precast beams are being lifted into<br />

place. These closures will occur to the east and west spans of the bridge deck. Traffic,<br />

pedestrian and cycle movement through the junction will be facilitated during this period.<br />

Once constructed all mainline N7 traffic will be diverted onto the overbridge structure. The<br />

temporary diversions will be removed and final highway arrangements for the merge and<br />

diverge lanes will be constructed in stages to facilitate relevant left, right and through turning<br />

movements. Left, right and through turning movements will also be accommodated while<br />

remaining upgrade works are carried out on the Fonthill / Belgard Road (R113).<br />

Traffic management during construction is depicted on Figure 3.5a and 3.5b.<br />

3.7.5.2 Option 2 – Underpass<br />

Initially, traffic flow will be maintained through the junction as per the existing layout while<br />

offline works such as temporary traffic barriers, site compounds, temporary road diversions<br />

for eastbound and westbound carriageways and utilities, road markings and temporary traffic<br />

lights are put in place.<br />

While the underpass is being constructed mainline traffic will be diverted to the north and<br />

south of the proposed N7 mainline. The Fonthill / Belgard Road (R113) traffic will be<br />

diverted through the junction using a contraflow system. The traffic will be diverted in two<br />

stages to facilitate construction of the bridge in two halves. Once the eastern half of the bridge<br />

deck carrying the Fonthill / Belgard Road (R113) over the N7 mainline is complete then the<br />

Fonthill / Belgard Road (R113) traffic will be diverted onto that portion of the completed<br />

bridge in order that the western half of the bridge can be constructed.<br />

Once the bridge deck is complete the contraflow system on the Fonthill / Belgard Road<br />

(R113) will be removed. The traffic will also be diverted back onto the Naas Road (N7)<br />

following completion of the re-alignment. The temporary diversions will be removed and<br />

final highway arrangements for the merge and diverge lanes will be constructed in stages to<br />

facilitate relevant left, right and through turning movements. Left, right and through turning<br />

movements will also be accommodated while remaining upgrade works are carried out on the<br />

Fonthill / Belgard Road (R113).<br />

Traffic management for the N7 mainline during construction of the Underpass is depicted on<br />

Figure 3.5c, 3.5d, 3.5e and 3.5f.<br />

December 2007 Page 23

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