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Consulting Civil & Structural Engineers
Project Managers & Building Surveyors
Ambulance Station
- Beverley
Project:
New Ambulance Station
Location:
Beverley – East Yorkshire
Client:
Shirethorn Limited
Architect:
ESA
Consulting Engineer:
Alan Wood & Partners
Project Value:
£2 million
Description:
An ambulance station was required on the
northern outskirts of Beverley to replace
the ageing and outdated station in a traffic
congested area of Beverley.
Alan Wood and Partners were responsible
for the steelwork, foundations, floor slabs,
external Civil engineering works and
masonry design.
The station was constructed on a green
field site and hence care was taken by the
whole design team to produce a scheme
sympathetic to the surroundings.
Due to the potential risk of flooding from an
adjacent stream, the structure was
constructed on a varying build up of
engineered fill.
Alan Wood & Partners designed the
foundations and sequence of construction
to take account of the complication.
The drainage design included attenuation
to avoid exacerbating the flood risk and a
cut off dyke was constructed around the
external boundary to intercept overland
flows from the large agricultural catchment.
Care was required with the design of the
structural steelwork to ensure the required
flowing curve of the roof could be
practically achieved.

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Ambulance Station - Beverley

  • 1. Consulting Civil & Structural Engineers Project Managers & Building Surveyors Ambulance Station - Beverley Project: New Ambulance Station Location: Beverley – East Yorkshire Client: Shirethorn Limited Architect: ESA Consulting Engineer: Alan Wood & Partners Project Value: £2 million Description: An ambulance station was required on the northern outskirts of Beverley to replace the ageing and outdated station in a traffic congested area of Beverley. Alan Wood and Partners were responsible for the steelwork, foundations, floor slabs, external Civil engineering works and masonry design. The station was constructed on a green field site and hence care was taken by the whole design team to produce a scheme sympathetic to the surroundings. Due to the potential risk of flooding from an adjacent stream, the structure was constructed on a varying build up of engineered fill. Alan Wood & Partners designed the foundations and sequence of construction to take account of the complication. The drainage design included attenuation to avoid exacerbating the flood risk and a cut off dyke was constructed around the external boundary to intercept overland flows from the large agricultural catchment. Care was required with the design of the structural steelwork to ensure the required flowing curve of the roof could be practically achieved.