This is the original version (as it was originally made). This item of legislation is currently only available in its original format.
The location and general design of the footbridge are shown on the plan numbered SCC-NWF-ATK-SBR-XX-DR-S-000001, Revision P01, titled “New Wear Footbridge Haunched Steel Box Girder General Arrangement”.
From a point on the South Bank of the River Wear 10 metres north-east of “The Beam” building.
To a point on the North Bank of the River Wear 10 metres south of the southern gable wall of the North East Railway Stable Building.
The overall span of the Footbridge between the centre line of the bearings on the north and south abutments will be 250 metres, using a 3 span arrangement of 72 metres (North Bank), 125 metres (across the River Wear) and 53 metres (South Bank).
Not less than 25 metres above the mean high water spring tide level (MHWS) of 2.5 metres above ordnance datum.
A minimum clear navigable waterway of 30 metres.
The footbridge will be 10 metres wide overall and will carry shared surface pedestrian footway and cycleway with a useable deck space of approximately 8.4 metres.
All content is available under the Open Government Licence v3.0 except where otherwise stated. This site additionally contains content derived from EUR-Lex, reused under the terms of the Commission Decision 2011/833/EU on the reuse of documents from the EU institutions. For more information see the EUR-Lex public statement on re-use.
