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 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 & 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.

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TEERTS ER O M A EL 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 E V O R G E G D I R B M A C R O A D Hammersmith

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T TJEROAD A O R E J LT E W 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 IS 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 P L AY FA IR S S T R E E T P RIVERVIEW A T H A D R O W GARDENS Chancellors LO CASTELNAU Fulham Reach S Wharf I N R W

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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 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

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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.

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220 Soffit = 8.13mAOD MP Soffit = 5.93mAOD Soffit = 5.93mAOD G G D 45000 85500 85500 D

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45000 85500 85500 E E

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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

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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 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. PreliminaryDrawn General ArrangmentBy * Drawn By JB COSTAIN - NATURAL RESOURCES DIVISION Project Title Rev * * * Rev * * * Rev * andRev is provided on condition that* it will not Rev P01 L Checked By Checked By Checked By be reproduced, copied, lent or disclosed, Checked By L Checked By Costain House * * * * * * * directly or indirectly, nor used for * - * * * Scale * Document Number Revision Hammersmith Temporary Bridge * * * * any other purpose than that for which it is 1500 Aviator Way, Manchester Business Park StatusLocaDate Approvedtion By *of proposedStatus temporaryDate Approved By * bridgeStatus andDate Approvednorthern By * worksitespecificallyStatus furnished. NTSDate Approved 0013-01-001-SK001 By * P01 Status Date Approved By - 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Manchester M22 5TG Web: www.costain.com Title A1-A,* 07-2-14 (A1 841mm x 594mm) 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 * * * * FOR DISCUSSION ONLY COSTAIN OIL, GAS & PROCESS LTD. Preliminary General Arrangment * * * * and is provided on condition that it will not

be reproduced, copied, lent or disclosed,

L S Plan L *E * * * (Scale 1 : 300) directly or indirectly, nor used for Scale Document Number Revision * * * * any other purpose than that for which it is specifically furnished. NTS 0013-01-001-SK001 P01

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

W A1-A, 07-2-14N (A1 841mm x 594mm)

6.746m

5.474m

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5.25m Footwalk

Steel Deck Units with Anti-Skid

© Copyright Title: Preliminary Mabey Delta Bridging This drawing must not be reproduced, copied or disposed General Arrangement for a Multi Span (19/SJ/19/SJ/10 Bay) 218.390m Bridge This drawing is indicative only. of directly or indirectly or used for any purpose other than All details may be subject to change at final design stage. that of which it is specifically provided. 5.25m Roadwidth - Steel Deck Units with Anti-Skid SS%6130238+/SS%6130238+/SS6130238 Construction Section drawings of proposed bridgeThe apparatus as shown in this drawing is of a proprietary nature and is covered by patents. Complete with SmartEdge Panels United Kingdom B Overall & Clearance Dimensions Revised PW ILL 16/12/2019 SCCS Drawing No: Scale: As shown Mabey Bridge A Original PW ILL - 10/12/2019 Unit 9 Lydney Harbour Estate, Harbour Road Do not scale from this drawing Lydney, Gloucestershire, GL15 4EJ U K A S 23677-23544-P-102 MANAGEMENT Rev. Original sheet size = A1 (841x594mm) SYSTEMS  : +44 (0)1291 623801 Revision Details Drawn By Checked By Auth By Date 021 www.mabeybridge.com B The benefits The temporary bridge would: • Maintain safe access for people walking and cycling across the river during the repairs. • Be installed and removed quickly, keeping local construction impacts to a minimum. • Provide step-free access via ramps at a safe gradient and allow boats the same headroom as the existing bridge. • Enable the repair works to the existing bridge to be completed as early as possible.

Artists impression of the proposed temporary bridge

Computer generated image of the proposed temporary bridge The environment The proposed bridge has been designed to avoid many environmental impacts and the planning application will provide more information about how we will address remaining concerns. We would like to hear your views on how the landing points should be restored when the temporary bridge is removed and, in particular, how the area at the end of Queen Caroline Street should be restored for the benefit of the local community. Your views are important to us Please let us have your views, by speaking to a TfL representative here today, filling in our feedback form, emailing us at [email protected], or writing to us at: Freepost, TfL Feedback

Next steps

Review of feedback ongoing local engagement

Submission of planning applications to Hammersmith & spring 2020 Fulham and Richmond Councils

Planning application decision summer 2020

Start of proposed temporary bridge autumn 2020 works

Temporary winter 2020/21 bridge opens

Start of next phase winter/spring of repair works to 2020/21 existing bridge