CSP
Our Success Stories
Civil and Structural Engineering Success Stories
CSP as a Europe wide Engineering practice has dealt with thousands of projects within the vast business area of Structural Engineering.
Listed below are a selection of some of our projects for you to take a look at.
Please contact CSP using the phone, email or form on our contact page to discuss your requirements in more detail and we can work with you to identify any similar work and analyse how we have helped bring those projects to a successful conclusion.
These are a sample of the type of projects completed by CSP and if you require further examples of our work please do not hesitate to contact us
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- All
- Care Homes
- Civil Engineering
- Commercial
- Education
- Hotels, Sports and Leisure
- Industrial
- Refurbishment
- Residential
- Retail

Engineering Led Thinking Redefines RAAC Remediation at a Local Authority
Reinforced Autoclaved Aerated Concrete (RAAC) has become one of the most challenging and emotive issues facing building owners and public authorities today, often prompting urgent, high-cost decisions made under intense pressure.
Clark Smith Partnership (CSP), has delivered what is now being recognised as a landmark example of evidence-based RAAC remediation at a Grade II-listed local authority headquarters.
The project demonstrates how rigorous science, calm decision-making, and collaborative delivery can challenge long-held assumptions around Reinforced Autoclaved Aerated Concrete (RAAC), while saving building owners millions of pounds and setting a new benchmark for sustainability and best practice across the UK.
Alongside Loughborough University — CSP has demonstrated that RAAC challenges can be addressed safely, intelligently, and sustainably. In doing so, the firm has not only safeguarded a vital civic building but has also set a new standard for RAAC management across the UK



SIGNATURE HIGHGATE VISIT 30TH NOVEMBER 2023
CSP were invited, along with the other members of the design team, to preview the New Signature home at The Bishops avenue, Highgate.
Our visit was just prior to the official opening so it was largely complete.
CSP are proud to have worked alongside the Client, Signature, Design Team, and Contractor to enable the construction of such an excellent building.
Signature are a long standing CSP client and we are delighted to continue to work with Signature and the design team to increase the ever increasing standards of each new development.

Continuing work at Port of Tilbury’s Grain Terminal Silo rebuild
Major building work is underway at the UK’s largest grain terminal at the Port of Tilbury following a fire in 2020 which damaged its grain silos. CSP became involved from the Silo explosion 3rd July 2020 being Appointed Civil and Structural Engineering’s Consultants undertaking structural damage and potential repair evaluation, continuing to full design of the civil and structural engineering replacement of Silo Bin 4
David Clark, Managing Director of CSP said: CSP are delighted, to have assisted the Port of Tilbury in evaluation of damage to the 1969 Silo Bin 4 and the Civil/ Structural design of new Silo Bin 4 at the Grain Terminal extending our involvement in the Port since 1994 on over 40 different projects. CSP are pleased to be once again to be working with TH White Projects in providing full design of replacement steel Silo Bin 3 and reconstruction of reinforced concrete Silo Bin 4.
During these works there will be no interruption to customer service as the terminal remains fully open for import and exports. Once complete, the terminal will be restored to its full storage capacity of 135,000 m/t and continue to benefit from the full multimodal services at the port including river barge transportation into central London.
The Tilbury Grain terminal is the key strategic facility in the South East of the UK for the grain import and export markets handling grain from around the world supporting the flour and ingredient market for the southeast, London and up to the Midlands. Its riverside berths have space to host post-panamax vessels – greater than 40,000 tonnes – but can also handle a range of coaster vessels on its inner, outer and coaster berths.
About CSP
Established in 1987, CSP is dedicated to providing high quality, value for money services. We are a privately owned, independent firm of Consulting Civil & Structural Engineers and a member firm of the Association for Consulting Engineers (ACE), employing highly experienced and professionally qualified staff utilising state of the art analysis and 3D CAD programmes. This enables us to provide a “tailored” solution to any project, throughout the UK, from our office in London.
Demolition of the damaged concrete silos is underway and, at the same time, construction of phase one of metal silos is underway with the first three new silos having been constructed. The new silos, both phase one and phase two which will see the reconstruction of the concrete silos, will come online in stages. Phase one is expected to return 20,000 metric tonnes of capacity in early 2022 and the remaining 34,000 m/t of storage will be restored in 2023. These will all be constructed to the highest health and safety standards and will be industry leading.

Advanced Technology Oat Processing Facility for Navara Oat Milling Limited
CSP are delighted to have been appointed by main contractor, T H WHITE Projects, as Consulting Civil and Structural Engineers for the design of Europe’s largest and most efficient oat processing facility in Northamptonshire.
T H White Projects, formarket leaders Camgrain, Frontier Agriculture and Anglia Maltings Holdings who formed a joint venture which brought together different yet complementary areas of expertise for this exciting development. Each participating enterprise also benefits from reputable longstanding relationships in their respective supply chains and market activities. This project is being built on land alongside the Camgrain APC in a prime arable region between Corby and Kettering, Northamptonshire.
Following full planning permission, the green light to proceed enabled extensive ground preparation to commence for construction of the processing building and associated services, followed by the main fit-out. Works on site are now well underway.
The site had a number of challenges in the design of the sub-structures due to depth of made ground. Dynamic ground improvement was selected to achieve an excellent stable platform for construction. The main building is steel framed, being in part portal framed for the 9m to eaves warehouse and braced for the pelletising, flaking and Mill Tower, which rise up to 28.5m with 6 intermediate floors. Main building footprint extends up to 32m wide by 203m long.
T H WHITE Projects appointed as Principal Designer and Principal Contractor, is working with the client to select a series of accredited sub-contractors and suppliers. On-time delivery of the project will be a primary focus for the team as it addresses the complex and challenging programme of works across the civil, mechanical and electrical components.
The site, which benefits from excellent transport links just off the busy A14 corridor, is discreetly located, hidden by the topography and vegetation which will be further enhanced by the additional planting of 6,500 new trees and shrubs.
This exciting new hi-tech facility is scheduled for completion, commissioning and hand over to Navara Oat Milling Limited during 2023. Once fully operational it will have the capacity to serve the current and growing demand for oat ingredients associated with healthy products in the food and drink sectors.
This project further extends CSP’s working relationship with T H White Projects, which has developed on 20,000 tonne steel silo farm and 35,000 tonne concrete silo bin facilities at Port of Tilbury Grain Terminal and in the refurbishment and repair of dock loading crane at Southampton Dock Grain Terminal.

The Two-Storey Basement at the Signature Site in Highgate Progress
The excavation covers the entire width of the site closing access to the rear of the site. The Contractor, Wates, have worked closely with CSP to agree a construction sequence that maintains progress on the site while the large excavation continues.

The Signature Care Home in Beckenham.
The Principal Contractor, Metnor Construction, are now close to handing the project over to the client.
CSP are proud to have been part the design team involved with this project.

Signature Beckenham Care Home
Ariel progress shot of the Signature Beckenham Care home taking shape. The Contractor – Metnor is making great progress
CSP are proud to be part of the team that is delivering this project.

World Renowned Factory – Rope Access
A world renowned factory sitting on the side of the Thames near the QE2 Bridge, most all of the UK’s washing and household products are made there.
Shutting down the plant for even minutes costs the company hundreds of thousands of pounds in lost revenue therefore we were called in to survey and report the internal degradation on the huge Chimney stack as fast as possible.
We utilised a confined space team of Rope Access technicians under our guidance to scale the chimney and compile a conditional report both inside and out in the minimum amount of time. Further to the report we are now in the process to complete and repair/install a new lining product and bring the chimney back to 100% efficiency.

Hendon Hall
CSP are the Structural Engineers responsible for the design and detailing of the new concrete framed building including the piled foundations and basement structures.
CSP are also the Structural Engineers for the assessment, renovation, repair and upgrading of the existing Listed Hendon Hall building on the same site.
CSP are also the drainage design engineers for the development.
Watch The Video:

Saracens East Stand & Terrace
PROJECT NUMBER: BRF 15
Client: SARACENS RUGBY CLUB
Employer’s Agent: RLF
Architect: ROBERTS LIMBRICK
Quantity Surveyor: RLF
M&E Consultant: INTENGIS
Contractor: ERIC WRIGHT CONSTRUCTION
CSP were appointed as civil and structural engineers for the design of a new stand and upgrade works for Saracens Rugby Club at the Copthall Stadium athletics facility in Barnet. The works involved the construction of a new spectator stand, which is increased in capacity by the addition of demountable seating during the rugby playing season, new external paving, landscaping modifications and drainage works that included a culvert diversion.
The Stand provides stadium facilities and internal athletic training facilities at ground floor level with offices over and hospitality suites over the two uppermost levels. Full athletics use at the stadium is maintained outside of the rugby season
The construction consists of a raft supported on piles with a steel framed structure incorporating composite floor decks with cellular beams to achieve the services distribution across the floor plates.

Woodside School
PROJECT ; WOODSIDE SCHOOL – London Borough of Harringay
PROJECT NUMBER : APL02
Client: London Borough of Harringay
Architect: Frankham
The school was originally schemed as a traditional build but the Contractor could not make the build program to ensure the school opened. CSP were asked to look at a faster construction method toto ensure the program was met. The building was constructed using NUDURA permanent formwork that produced a robust RC shell and quickly enabled the building to gain early watertight dates, whilst taking the external brickwork off the critical path.
This was the first major building in the UK where NUDURA was used.

Citigen LTD, CHP Station
Project: CITIGEN LTD, CHP STATION, LONDON
Project No: CIN 38
Client: EON
Architect: DTZ
M&E Consultant: PARSONS BRINCKERHOFF
Construction Project Manager: EON ENERGY
The project consisted of the total refurbishment of a fire damaged Victorian Coal Power Station and 1920’s Meat Cold Store together with adaptation of the adjacent RC framed Port of Tilbury cold store building to house a new CHP station and ancillary plant respectively. The Port of Tilbury Cold Store is constructed off the transfer deck that spans across the Thameslink Snow Hill Tunnel and sidings below, which has applied loading restrictions.
The internal structure of the fire damaged building was replaced with a new reinforced concrete frame forming the large open areas required to house the proposed plant with a steel framed mansard roof over while the retained concrete framed building required minor structural adaptation to create separate areas for ancillary plant and office accommodation.
After completion of the initial conversion in 1993 CSP remain involved for further minor adaptation and upgrade works then in 2014 the design of a major plant replacement and upgrade commenced.
The key upgrades consisted of a new engine support platform off independent foundations and major roof adaptation to accommodate the new engine room ventilation system. The proposed construction methods required a temporary steel grillage support system for the tower crane within the confines of the CHP station.

Royal Geographical Society
PROJECT : UNLOCKING the ARCHIVES
PROJECT NUMBER: DPU001
Client: ROYAL GEOGRAPHICAL SOCIETY
Architect: STUDIO DOWNIE
M&E Consultants: STUDIO DOWNIE
Contractor: DURKAN PUDELEK (DESIGN& BUILD)
The Royal Geographical Society’s (RGS) new exhibition centre, consists of a ground level exhibition pavilion and a below ground archive and reading room, situated beneath the rear garden of their Headquarters building at No. 1 Kensington Gore. The building is contained within a complete “Secant” piled wall to protect the construction from the high water table, present in the terrace gravels. The new RC framed structure, including raft foundation was constructed in reinforced concrete within the Secant piled walls. Waterproofing of the new structure was of importance due to the intended exhibition and archive space and consisted of an external membrane, reinforced concrete designed in accordance with BS 8007 and internal drained cavities to vertical and horizontal surfaces.

Wimbledon
PROJECT: WIMBLEDON STADIUM DEVELOPMENT
PROJECT NUMBER: GAL056
Client: GALLIARD HOMES LTD / CATALYST HOUSING ASSOCIATION
Employer’s Agent: RLB
Architect: GALLIARD HOMES ARCHITECTS
M&E Consultant: BURO HAPPOLD
Quantity Surveyor: RLB
Contractor: GALLIARD CONSTRUCTION LTD
The Wimbledon Greyhound Stadium Redevelopment is a project initiated in a partnership between Galliard Homes Ltd and AFC Wimbledon with the residential scheme and stadium being separately developed by each party covering a combined area of circa five hectares.
CSP were appointed as Structural Engineers for the Galliard Homes residential scheme development that includes 622 residential units over three blocks with semi-basement car parking to two blocks and retail unit(s) plus a squash/fitness club to the third.
The redevelopment of the site required a separate enabling works package to divert a shallow surface water culvert around the footprint of the blocks to run along the site access road. This in turn split the site into two specific drainage zones requiring multiple connections to the local foul and surface water sewer systems.
The site lies within a Flood Zone requiring the basement areas to provide flood storage capacity and for all residential accommodation to be located above the designated flood level.
The structures consist of raft slabs supported on piles and secant wall piles with reinforced concrete framed superstructures over utilising in-situ reinforced concrete two-way spanning flat slabs. The use of slip-form core wall construction in zones of relatively long cantilevers posed some design and construction issues that were addressed during the early stage of the frame construction as well as incorporating the use of prefabricated components including the use of precast concrete columns, stair flights and landings.

28 Commercial Street
Project: 28 COMMERCIAL STREET
Project Manager: LSQ004C
Client: TOYNBEE HALL CHARITY ESTATE
Architect: PLATFORM 5 (PRE) & SAUNDERS ARCHITECTS (POST)
M&E Consultant: BAILEY GOMM LTD
Contractor: THOMAS SINDEN (DESIGN & BUILD)
This development involved demolition of existing three-storey structure down to ground level including ground floor slab and retention of existing basement, with the help of temporary works. New structure is a five-storey structure with an existing basement. Existing piled foundations were re-used and where necessary new piled foundations were incorporated, with new insitu reinforced ground floor flat slab acting as a transfer slab to support steel framed super structure over consisting of exposed castellated beams and composite metal decked concrete floors. Steel frame and metal decked flooring was considered to ensure lightweight construction to keep loads within capacities of existing piles. Overall stability of the structure is provided by rigid steel sway frames in both axis of the building with inclusion of vertical cross bracings where possible. The building incorporated arched colonnade walk through at ground level and salvaged/repaired historic stone mural to fifth storey elevation.

Port of Tilbury
PROJECT : PORT OF TILBURY, LONDON
PROJECT NUMBER: COS109
Client: PORT OF LONDON
Contractor: TH WHITE LTD (DESIGN & BUILD)
Reconstruction of 10 Silo Grain Terminal silo bases, original sub-structures designed by CSP in 2000 and following sudden failure of steel silo (by others) in 2018 CSP were appointed by Port of Tilbury to evaluate the structural integrity of below ground civils construction for an immediate safety check and subsequently for detailed evaluation for full reuse of existing precast concrete piled foundations, reinforced concrete piled raft silo base infrastructure, including the below ground reinforced concrete conveyor feed tunnels. CSP are appointed to undertake full redesign, detail and specification of new civils structures supporting new plant, 23m high steel access staircase, checking existing adjacent 1960’s concrete silos to take high level conveyor feed bridge. Works are about to commence on site

Gwynne Road
PROJECT – Gwynne Road, Battersea
PROJECT NUMBER: MIZ 30
Client: MIZEN
Architect: Wimshurst Pelleriti Architects
M&E Consultant: Wilkins MacKenzie Associates
A 15-storey residential development, with Commercial space at the lower levels with a single storey Basement. The building was located between two existing buildings on a very tight footprint to the rear of the site was a railway line and embankment that had to be considered within the design. The structure was an RC frame supported on piled foundations with a Basement constructed using secant piled wall construction. Due to the small footprint shear walls to resist the wind loads were kept to a minimum to avoid compromising floor space

Signature Bentley House
PROJECT SIGNATURE BENTLEY HOUSE HERTFORD
PROJECT NUMBER SIG 03
Client: SIGNATURE
Project Manager LENDLEASE
Architect: PRP
M&E Consultant : AB consulting
Interior Designer: LEISURE CONCEPTS
Contractor: WATES
The existing building on this site was an office building with a partial under croft car park.
The structural steel frame was and holorib floors were maintained into the layouts of the new Care home.
The under croft carpark was then enclosed and made part of the internal care facilities.
This involved lowering the slab and tying into the existing foundations to ensure that major foundation works were avoided, with the exception of the lift pit area which required major temporary works to support a central section of the building over.
Below slab and wall waterproofing /tanking were upgraded to habitable room standards.

Phase 1 of 3 Pelican Way
PROJECT ; Phase 1 of 3 Pelican Way Rochester for TBH Holdings Industrial and Retail Park CIVILS
PROJECT NUMBER: HAD01 CIVILS
Client: TBH HOLDINGS
Extensive cut and fill operation to prepare site for Phases 1,2 and 3 for mixed Industrial Retail Park use on site extending to 1.5 Ha’s. Linear site is situated on top of steep embankment situated between Rochester Way and M2 Motorway at lower level requiring RC retaining walls on lower side and variable Gabion retaining walls on the high side. Phase 3 is currently considering reinforced earth retaining structures.

Industrial and Retail Park
PROJECT ; Phase 1 of 3 Pelican Way Rochester for TBH Holdings Industrial and Retail Park
PROJECT NUMBER : HAD01
Client: TBH HOLDINGS
Phased construction of mixed Industrial and Retail Park development situated on top of a steep embankment between Rochester Way and the M2 Motorway requiring substantial site modelling to maximise site development area.
Phase 1 and 2 extends to circa 2.5 Ha’s providing 21,000 ft² to Phase 1 and proposed further circa 17,000ft² in Phase 2, Phase 3 in design for site preparation.

Light Industrial Units
PROJECT : LIGHT INDUSTRIAL UNITS BOUNDS GREEN
PROJECT NUMBER; FAR 156,162&163
Client: WORKSPACE
Architect:
M&E Consultant
Interior Designer:
Contractor:
Redevelopment and new build industrial units on Workspace site of small to medium size industrial units next to the main London to Scotland railway line and the A406.
Negotiations with Network rail were required to construct the units in close proximity to the railway

Callflex Call Centre
PROJECT : Callflex Call Centre, Dearne Valley, Rotherham
PROJECT NUMBER: APX21
CLIENT : CANNOCK
Substantial development of Call Centre Building on the site of what was the largest coking works in Europe with numerous abandoned 19th century coal mining shafts, infilled Dearne and Dove Canal and extensive contamination. Historic site use / coal shafts required very careful site planning to avoid constructing over coal shafts, extensive remediation with ground venting to release methane / ground gases.

Staples Corner
PROJECT : STAPLES CORNER
PROJECT NUMBER: HSF59
Upgrade and part reconstruction of major retail units and new food retail at Staples Corner Retail Park located in prominent position next to North Circular Road

St. Giles Hotel
PROJECT: ST. GILES HOTEL EXTENSION
PROJECT NUMBER: SGH008
Client: ST. GILES HOTEL
Architect: KEITH HORN ARCHITECTS & INNERDAL HUDSON ARCHITECTS
Project Managers: JOHNSON ASSOCIATES
M&E Consultant: PAUL BASTICK ASSOCIATES
Contractor: M J CONSTRUCTION
The development consisted of an extension to an existing twelve-storey hotel in Feltham. The extension structure is a fourteen-storey structure formed in insitu reinforced concrete frame on piled foundations with concrete stability walls and flat slab construction up to twelfth-storey, followed by steel framed structure forming curved roof shape above to complement existing roof. Connection at roof level has been challenging due to level differences and the shape of the roof, which required careful phased exposure during the works whilst maintaining the use of the hotel throughout the duration of the project.

Orchardside School
Project: ORCHARDSIDE SCHOOL ENFIELD
Project Manager: LAK009
Client: LONDON BOROUGH OF ENFIELD
Architect: FULKER CONSULTANCY LTD
Project Managers: BHP ARCHITECTS
M&E Consultant: CRESTMOUNT
Contractor: LAKEHOUSE DESIGN & BUILD LTD
This new site comprised of Secondary Tuition Centre for London Borough of Enfield. The structure is a single-storey steel framed building on driven precast concrete piles with beam+block suspended ground floor and prestressed/precast roof planks. The structure incorporated a double height sports hall together with car parking, all-weather multi-use games courts and landscaping, incorporating SUDS design including blue roof system.

Money Centre
PROJECT : MONEY CENTRE PORTSMOUTH
PROJECT NUMBER: CPP01
Client: CPP
CSP are appointed to investigate and report on the existing 9 storey RC framed office building, constructed in the 1960’s for PD conversion to residential with additional 4 storeys of light framed construction.

Gibraltar Rock Fall Canopy
PROJECT : GIBRALTAR ROCK FALL CANOPY AND ROAD PROJECT NUMBER: GDS01
Client: GOLDER ASSOCIATES (UK) LTD
Clark Smith Partnership were appointed by Golder Associates (UK) Ltd for the construction of a new rockfall canopy to the Dudley Ward Northern Portal Approach Tunnel in Gibraltar.
This appointment includes not only the construction of a new rockfall protection canopy, which is sorely needed after several accidents caused by rockfalls in the recent past, but also the construction of the new approach road as well as drainage, lighting, signage and traffic control systems for the new road and tunnel system.

Oldbury Retail Park
PROJECT : Oldbury retail Park
PROJECT NUMBER: HSF64
Client: BLACKROCK
Architect: McDONALDS ARCHITECTS
Contractor: FAIRCLOTH
Part reconstruction and new build of both food and non-food retail units. On 5Ha site historically used as a colliery with multiple mine shaft and made ground up to 18m deep.

Retail Park Gillingham
PROJECT ; Retail Park Gillingham
PROJECT NUMBER: HSF53
Client: Blackrock
Architect: RGP
Contractor: Weiser Construction
Major overhaul of retail Park and rebuilding new units.
The site interesting as it was constructed on the site of Army training ground for Trench warfare dating back to the 1915, where underground tunnels and caverns had been excavated in the underlying chalk, up to 15m below ground with steel beam / timber post strutting.
Unfortunately, these features were unrecorded and extensive probing was required to ensure pad foundations located were not over these historic caverns.

Twickenham Stone
CSP have our own paving stone in the RFU Walk of Legends at Twickenham
We are their Engineers of choice

FORDS European Headquarters
PROJECT : Refurbishment of FORDS European Headquarters Building
PROJECT NUMBER ; WLL25
Client: LAND CHARTER
Architect: John Finch Partnership
Substantial PD redevelopment of Ford Motor Company’s European Headquarters built in 1962 of 8 storeys, including basement office building extending to 470,000ft² NIA being converted to 325 residential units with Basement parking.
Existing building was structurally designed and constructed by G Percy Trentham with TP Bennet’s Architects who have been retained as Planning Architects for the current proposal.
This project is progressing on site.

Apex
PROJECT NUMBER; GAL 34
Client: Galliard Homes
Architect: Darling Associates
M&E Consultant: Mendick Waring
The new development consists of a 20-storey development along site a 9-storey residential block above a carpark that covers the entire site. The ground Floor being a commercial development with residential units over.
The construction was an RC frame with curved steelwork to form the striking curved façade of the building.
The prominent site was originally a multi-story office block supported on piled foundations. However, once CSP become involved it was clear that the existing pile locations had not been considered within the existing scheme design. There was insufficient room on the site to provide new pile locations between the existing Following detailed investigations, testing and calculations CSP reused the existing piles and supplemented these with new piles whilst designing the structure to accommodate the potential for differential movement.

Cumberland House
PROJECT : Cumberland House Hampton by Hilton
PROJECT NUMBER; CAN 10
Client: Cannock
Architect: Ryder
Redevelopment of a 1960’3 18 storey office tower block into a Hotel. The site is located on Broad Street in the centre of Birmingham. Issues to resolve included getting the numerous service risers through the existing beam and block floor plates and supporting the climber access platforms off 2nd floor podium deck.
Main access to the building was from Broad Street with on-site parking at 1st and 2nd deck levels.

Signature Wandsworth
PROJECT SIGNATURE WANDSWORTH COMMON
PROJECT NUMBER: SIG 18
Client: SIGNATURE SENIOR LIVING
Architect: PRP
Project Managers : FED3
M&E Consultant: MECSERVE
Interior Designer: LEISURE CONCEPTS
Contractor: WATES CONSTRUCTION
This new 6/7 storey, incorporating a Basement carpark, care home was constructed on a site that was surrounded by 3 major London trunk roads and bounded on the other side by an existing church.
In addition the building was built directly over main section of the London Thames water relief sewer.
The Engineering design incorporated a strict approval process with Thames water to insure no damage or excessive foundation forces were applied to the key stone construction sewer below the building.
The mix of a raft and piled foundations adopted resulted in ongoing site structure settlement monitoring as the RC frame building was constructed to ensure the construction progressed in accordance with the design.

Royal Star and Garter
PROJECT: – Royal Star and Garter – High Wycombe
PROJECT NUMBER: RSG/02
Client: Royal Star and Garter
Project Manager / QS: – Baillie Knowles Partnership
Architect: Scurr and Partners
M&E Consultant: CDM Partnership
Interior Designer: Parkgrove
Contractor: Stepnell
This is the second care home that CSP have had the privilege of working with the Royal star and Garter. The project incorporates specialist care for service personnel as well as the local community.
The site was previously part of an industrial building and has been transformed in a modern home.
The building was constructed as an RC Frame supported on pled foundations.

Signature Reigate
PROJECT NUMBER SIG 08
Client: SIGNATURE SENIOR LIVING
Architect: PRP
Project Managers : FED3
M&E Consultant MECSERVE
Interior Designer: LEISURE CONCEPTS
Contractor: KIER
One of several commissions we have completed for Signature.
A site that was originally a series of houses was converted into a care home but constructed to look like a series of dwellings. The façade details being of the highest quality in an Arts and Crafts style with striking half-timbered Gables and is set back in the three-acre grounds.
The building is constructed using an RC frame, incorporating Nudura walls, supported on pad foundations and incorporating a basement. The RC frame supports roof trusses to ensure the Architectural profiles were met. The Building and rear courtyard are set back into the sloping profiles of the site.










































































