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Latest News Story
How does the Flood & Water Management Act 2010 affect you?
The new Act will impose much greater liabilty on developers to obtain detailed design approval to surface water drainage at the Planning Stage rather than at detailed design stage. JNP Group have extensive experience of cost effective approaches to surface water drainage strategy and design and will be pleased to help you....
JNP Group consulting engineers services provided:
- Structural Design
- Foundation Design
- Site Assessment
- Highway Assessment & Design
- Drainage Design
- Slope Stability Analysis
- 3D Earthwork Analysis & Control
- Highway Structures Design
JNP Group consulting engineers provided full structural engineering design and detail of all foundations and superstructure based on in-situ reinforced concrete ground beams on CFA piles, with reinforced load bearing masonry superstructure. Disproportionate collapse is accommodated by additional reinforcement in each floor by using in-situ reinforced concrete topping and hollow rib profile metal decking, avoiding the need for tie columns and beams to satisfy the code requirements.
Detailed 3D analysis of site earthworks including 3D modelling and rationalisation of cut and fill volumes on the site to avoid removal of surplus arisings from the site. Provision of full earthwork details including specification and cut and fill analysis.
Design and detail of highway retaining structures, retaining slopes and advice on infrastructure. Basic road and drainage design undertaken in house by Persimmon Homes (south east) Ltd.
Project: Redevelopment of former Blaw Knox Factory, The Esplanade, Rochester, to provide 156 4/5 storey apartments with undercroft car parking and 50 town houses.
Project Value: £10m
Client: Persimmon Homes (South East) Ltd.
The site: The site, which comprised the former premises of Blaw Knox Pavers, is located to the south of Rochester town centre on the east bank of the River Medway. The front half of the site is roughly level whilst the rear half of the site is steeply sloping in excess of 45° with several terraces cut into the chalk hillside to provide test areas for the pavers. The site area is approximately 15 acres.
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