Hammersmith Bridge: Proposed Temporary Walking and Cycling Bridge We’D Like Your Views on Plans for a Temporary Walking and Cycling Bridge Over the River
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Hammersmith Bridge: proposed temporary walking and cycling bridge We’d like your views on plans for a temporary walking and cycling bridge over the river. Background The existing Grade II Listed Hammersmith Bridge requires extensive repairs to protect it for the future. The bridge is currently closed to all motorised vehicles and people are choosing to walk and cycle across it. To do the repairs to the bridge quickly and safely it is likely to have to be fully closed. To maintain this link across the river during the repairs Hammersmith & Fulham Council have asked us to consider installing a temporary walking and cycling bridge. The proposal The installation of a temporary prefabricated, 7 metre wide steel bridge alongside, and at a similar height to, the existing bridge. The proposed bridge would be: • Step-free with a 5.5 metre wide carriageway. • Accessed by shallow ramps from Queen Caroline Street from the north and from close to the junction of Castelnau and Riverview Gardens from the south. • Supported by two piers, each comprising four piles, located in the river. CAMBRIDGEGROVE S H E P E N T H O R N E R O A D H G L E SNEDRAG ETUB SNEDRAG CAMBRIDGE GROVE R D ’ S B Hammersmith U Ravenscourt S H R (Circle and Hammersmith & City) O Park A TEERTS EROMAEL TEERTS B D R AV E N S C O U R T P L A C E E A A LB I ON M D E W S O N CAMBRIDGE GROVE R OAD Hammersmith DAOR GNILLAD DAOR RAVENSCOURT ROAD Kings Mall Broadway LEAMORE STREET DAOR ANELAG DAOR SWEM ETAGLEF SWEM H A M M E R S M I T H Shopping Centre B R O A D WAY A LB I ON P LA CE HA M M E R S M I T H R D STUDLAND STREET K I N DIMES PLACE G S T R E E T E E T ECALP ELYGRA ECALP S T R I N G K I N G S T R E E T K KCIWRETTUB RIVERCOURT ROAD D E A C O R U R O S N M ’ K E DAOR EJTLEW DAOR W C V A TEERTS EBMOCLOH TEERTS A E L Hammersmith A N L B L G H T R D E A OW BLACK’S ROAD I E T N L V P L E A C I A E E W R D N F (District and Piccadilly) T D O W N P L A C E A A TEERTS ENILORAC NEEUQ M ENILORAC TEERTS U Y S L E K O A H S L T R E P R B L C E A E E M G R I V E R S I D E G A R D E N S M I G N M D A I EUNEVA EGDIRB EUNEVA H R B BRIDGE AVENUE HAMMERSMITH FLYOVER S GREAT WEST ROAD US S E X P L A C E RIVERCOURT ROAD T WELTJEROAD E E R T D S E A N I L O O R R A Furnival C N Gardens WEIVEGDIRB W E L O E UP P E R M A L E R LI D U G Q G E S T R U R E T LA D E T N D GR I QUEEN CAROLINE OV E Hammersmith Pier R B M A L L R O A D STREET H T I T H E S Q U A R E T E E M R T H E S Q U A R E S T F S E U D I N A R L O R O R A L M E C A HAMMERSMITHBRIDGE ROAD N H E H D E L M U YE Q A M T E M R E A S T S R H O LL C E N P A H C C R I S P R O A D A BISCAY ROAD CHANCELLOR’S ROAD E A N Y L E R L I LL Queen’s S T Hammersmith I A Wharf D C Bridge ST. JAMES STREET E B E R Y L R O A D D I S Frank Banfield Park R T I L O L E R A Y T R D H O A A M D E PLAYFAIR S STREET P RIVERVIEW A T H A D R O W GARDENS Chancellors LO CASTELNAU Fulham Reach S Wharf I N R W D A I O R W L I L L I A N R O A D V O S L I N W DAOR S’ADLIH .TS S’ADLIH DAOR E LOCHALINE STREET M A G L E N T H A M R O A D GARDENS GLENTHAM N R B GLE N T HA M R O U R A D E A R O N A D PARFREY STREET L RIVERVIEW GARDENS T E T H S A C L O N L S D A L E A R O A D C V E A R I N G A ARUNDEL TERRACE V M E N COLWITH ROAD U R E A King Henry’s N N O E C MERTHYR TERRACE Reach H R O ST. EDMUNDS A S D BOILEAU ROAD SQUARE COLWITH ROAD N OW E LL R OA D ROSEDEW ROAD FIELDING ROAD MEWS ROAD NOWELL NOWELL SKELWITH ROAD T R Proposed temporaryI bridge locationKEBLE PLACE N I T Y © Crown copyright and database rights 2020 Ordnance Survey 100035971 CH U R JENNER PLACE C H R OA D © Copyright Transport for London 2020 Indicative location of the proposed temporary bridge 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Document Number 0013-01-001-SK001 P01 A 1 NOTES A 1. Do not scale this drawing. All details are indicative 9.2m N only prior outline design. 2. Details may be subject to change based on additional survey information and design development. 3. Locations of piers and abutments are subject to approval from relevant authorities and stakeholders B B 1 to 16 in consultation with relevant geotechnical, Mean High Water navigational and UXO reports and risk assessments.. Alexandra House 1 to 164. Final bridge design and layout to be confirmed by temporary bridge designer. Charlotte 5.House Confirmation of piling in river subject to design Hammersmith Bridge development by piling contractor. NORTH ABUTMENT 6. Confirmation of abutment construction and abutment NORTH PIER 6.5m SOUTH PIER piles subject to design development. SOUTH ABUTMENT Castelnau NORTH RAMP 7. Ramp construction to be proprietary lightweight modular steelwork. Details subject to conclusion of C stats / services information. C LB SOUTH RAMP QUEEN CAROLINE STREET 8. Drawing issued as preliminary for discussion purposes Flood Gates only and details may be subject to change. 5.7m 222 220 MP D D PLAN - TEMPORARY BRIDGE The6 to 1 proposal MP 45000 85500 85500 E E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Document Number 0013-01-001-SK001 P01 A 1 NOTES A SOUTH PIER NORTH PIER 1. Do not scale this drawing. All details are indicative 9.2m SOUTHN ABUTMENT only prior outline design. NORTH ABUTMENT 2. Details may be subject to change based on additional survey information and design development. 3. Locations of piers and abutments are subject to PLAN approval from relevant authorities and stakeholders B B 1 to 16 in consultation with relevant geotechnical, F Mean High Water navigational and UXO reports and risk assessments.. F Alexandra House 1 to 164. Final bridge design and layout to be confirmed by temporary bridge designer. Charlotte 5.House Confirmation of piling in river subject to design Hammersmith Bridge development by piling contractor. NORTH ABUTMENT Fall 1:39 6. Confirmation of abutment construction and abutment NORTH PIER 6.5m SOUTH PIER piles subject to design development. Fall SOUTH1:20 ABUTMENT SOUTHCastelnau ABUTMENT NORTH RAMP 7. Ramp construction to be proprietary lightweight NORTH ABUTMENT SOUTH PIER NORTH PIER modular steelwork. Details subject to conclusion of C stats / services information. C LB SOUTH RAMP QUEEN CAROLINE STREET 8. Drawing issued as preliminary for discussion purposes Flood Gates only and details may be subject to change. 5.7m 222 220 Soffit = 8.13mAOD MP Soffit = 5.93mAOD Soffit = 5.93mAOD G G D 45000 85500 85500 D PLAN - TEMPORARY BRIDGE 1 to 6 to 1 MP LOCATION ELEVATION (INDICATIVE BRIDGE) 45000 85500 85500 E E SOUTH PIER NORTH PIER SOUTH ABUTMENT NORTH ABUTMENT H H PLAN F F Fall 1:39 SOUTH ABUTMENT Fall 1:20 NORTH ABUTMENT SOUTH PIER NORTH PIER Existing footpath / towpath Soffit = 8.13mAOD Soffit = 5.93mAOD Soffit = 5.93mAOD G 45000 85500 85500 G LOCATION ELEVATION (INDICATIVE BRIDGE) I I H H Existing footpath / towpath I I J South abutment J North End South End Base End of Bridge Pier 1 Pier 2 Apex End of Bridge (Fixed Bearings) (Sliding Bearings) XHS XHS XHS XHS Queen Caroline Street J South abutment J Riverside Studios Queen Caroline Street Riverside Studios Crisp Road 1.195m Span Junction 1.195m Span Junction INDICATIVE SECTION Crisp Road INDICATIVE SECTION PRELIMINARY PRELIMINARY 85.5m Bearing Centres 85.5m Bearing Centres 45.0m Bearing Centres NORTH ABUTMENT - SITE EXTENTS FOR DISCUSSION K 218.390m BearingNORTH Centres Overall ABUTMENT - SITE EXTENTS K Drawn By * Drawn By * Drawn By * Drawn By * Drawn By JB COSTAIN - NATURAL RESOURCES DIVISION Rev Rev Rev Elevation Rev Rev Project Title FOR DISCUSSION K * Checked By * * Checked By * * Checked By * * Checked By * P01 Checked By - Costain House K * * * (Scale 1 : 300) * 1500 Aviator Way, Manchester Business Park Hammersmith Temporary Bridge Status Date Approved By * Status Date Approved By * Status Date Approved By * Status Date Approved By * Status Date Approved By - Manchester M22 5TG Web: www.costain.com Title * Reviewed By * * Reviewed By * * Reviewed By * * Reviewed By * PRELIMINARY 04.03.20 Reviewed By - This drawing and the information Temporary Bridge contained herein is the property of * Drawn By * * * Drawn By * * FORDrawn DISCUSSION By ONLY * COSTAIN OIL, GAS & PROCESS LTD.