Hammersmith Bridge: proposed temporary walking and cycling ...content.tfl.gov.uk/hammersmith-bridge-proposal.pdf · 4. Final bridge design and layout to be confirmed by temporary

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 but remains open for people to continue to walk and cycle across.

To do the repairs to the bridge quickly and safely it may need to be fully closed.

Therefore 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, steel walking and cycling bridge alongside, and at a similar height to, the existing bridge.

The proposed bridge would be:

• Step-free with a 5.5 metre space for pedestrians and cycles.

• 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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© Crown copyright and database rights 2020 Ordnance Survey 100035971© Copyright Transport for London 2020

QUEEN CAROLINE STREET

RIVERVIEW GARDENSCASTELNAU

Proposed temporary bridge location

The proposal

Elevation(Scale 1 : 300)

Plan(Scale 1 : 300)

Drawing No:

Rev.

Title:

Revision Details Drawn By Auth ByChecked By Date

23677-23544-P-102B

Mabey BridgeUnit 9 Lydney Harbour Estate, Harbour Road

Lydney, Gloucestershire, GL15 4EJ : +44 (0)1291 623801

www.mabeybridge.com

© Copyright

This drawing must not be reproduced, copied or disposedof directly or indirectly or used for any purpose other thanthat of which it is specifically provided.

The apparatus as shown in this drawing is of a proprietarynature and is covered by patents.

Scale: As shownDo not scale from this drawingOriginal sheet size = A1 (841x594mm)

Mabey Delta Bridging

United Kingdom

U K A SMANAGEMENT

SYSTEMS

021

SCCS

General Arrangement for a Multi Span (19/SJ/19/SJ/10 Bay) 218.390m Bridge5.25m Roadwidth - Steel Deck Units with Anti-Skid

SS%6130238+/SS%6130238+/SS6130238 ConstructionComplete with SmartEdge Panels

B

A Original

Overall & Clearance Dimensions Revised

PW

PW

ILL

ILL

- 10/12/2019

16/12/2019

North EndBase End of Bridge

(Fixed Bearings)

South EndApex End of Bridge(Sliding Bearings)

Pier 2Pier 1

Preliminary

This drawing is indicative only.All details may be subject to change at final design stage.

85.5m Bearing Centres

1.195m Span Junction


1.195m Span Junction


218.390m Bearing Centres Overall

5.474m

4.5

m

Steel Deck Units with Anti-Skid

XHSXHS XHS XHS

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6.746m

1 to 20

1 to 16

1 to 6

1 to 16

Riverside

Shingle

5.7m

Mean H

igh Water

Flood Gates

11 to 20

1 to 4 Adela House

5.7m

2

Charlotte HouseAlexandra House

Queen's Wharf

Caroline H

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5

1 to 6

1 to 141

1 to 20

LB

1 to 20

Henrietta House

6.5m

Mean H

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House

MP

Phillippa

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Hammersmith Bridge

El Sub Sta

Studios

1

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Isabella House

El Sub Sta

Sophia Ho

MP

4.2m

220

9.2m

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Castelnau Mansions

Posts

Hammersmith Bridge

Castelnau


45000 85500 85500

SOUTH ABUTMENT NORTH ABUTMENT

PLAN

NORTH PIERSOUTH PIER

X = 522957.6441

Y = 178024.0930

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This drawing and the informationcontained herein is the property of

COSTAIN OIL, GAS & PROCESS LTD.and is provided on condition that it will notbe reproduced, copied, lent or disclosed,

directly or indirectly, nor used forany other purpose than that for which it is

specifically furnished.

COSTAIN - NATURAL RESOURCES DIVISIONCostain House1500 Aviator Way, Manchester Business ParkManchester M22 5TG

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

Web: www.costain.com

Hammersmith Temporary Bridge

Temporary BridgePreliminary General Arrangment

NTS 0013-01-001-SK001 P02

0013-01-001-SK001 P02

Reviewed ByApproved ByChecked ByDrawn By

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FOR DISCUSSION ONLY

NOTES1. Do not scale this drawing. All details are indicative

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 stakeholdersin consultation with relevant geotechnical,navigational and UXO reports and risk assessments..

4. Final bridge design and layout to be confirmed bytemporary bridge designer.

5. Confirmation of piling in river subject to designdevelopment by piling contractor.

6. Confirmation of abutment construction and abutmentpiles subject to design development.

7. Ramp construction to be proprietary lightweightmodular steelwork. Details subject to conclusion ofstats / services information.

8. Drawing issued as preliminary for discussion purposesonly and details may be subject to change.

N

ELEVATION

Soffit = 5.93mAODSoffit = 8.13mAOD

Soffit = 5.93mAOD

Fall 1:39Fall 1:20SOUTH ABUTMENT

SOUTH PIER NORTH PIERNORTH ABUTMENT

LOCATION

PLAN - TEMPORARY BRIDGE

SOUTH RAMP

NORTH RAMPSOUTH ABUTMENT SOUTH PIER NORTH PIER NORTH ABUTMENT

South abutment

Queen Caroline Street

Crisp

Road

Riverside Studios

Existing footpath / towpath

INDICATIVE SECTION

PRELIMINARYFOR DISCUSSION


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PRELIMINARY 06.0

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FOR DISCUSSION ONLYSOUTH SITE AMENDED

1 to 20

1 to 16

1 to 6

1 to 16

Riverside

Shingle

5.7m

Mean H

igh Water

Flood Gates

11 to 20

1 to 4 Adela House

5.7m

2


Queen's Wharf

Caroline H

ouse

5

1 to 6

1 to 141

1 to 20

LB

1 to 20

Henrietta House

6.5m

Mean H

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House

MP

Phillippa

PH

Hammersmith Bridge

El Sub Sta

Studios

1

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Shingle

7 to 12

1 to 10

MP

107

Isabella House

El Sub Sta

Sophia Ho

MP

4.2m

220

9.2m

Eleanor House

222

Castelnau Mansions

Posts

Hammersmith Bridge

Castelnau


45000 85500 85500

SOUTH ABUTMENT NORTH ABUTMENT

PLAN

NORTH PIERSOUTH PIER

X = 522957.6441

Y = 178024.0930

65432 7 8 9 10 11 12 13 14 15 161

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



Temporary BridgePreliminary General Arrangment

NTS 0013-01-001-SK001 P02

0013-01-001-SK001 P02


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N

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Soffit = 5.93mAODSoffit = 8.13mAOD

Soffit = 5.93mAOD

Fall 1:39Fall 1:20SOUTH ABUTMENT

SOUTH PIER NORTH PIERNORTH ABUTMENT

LOCATION

PLAN - TEMPORARY BRIDGE

SOUTH RAMP

NORTH RAMPSOUTH ABUTMENT SOUTH PIER NORTH PIER NORTH ABUTMENT

South abutment

Queen Caroline Street

Crisp

Road

Riverside Studios

Existing footpath / towpath

INDICATIVE SECTION



Rev

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eP02

PRELIMINARY 06.0

3.20 JB

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Section drawings of proposed bridge

Location of proposed temporary bridge

Proposed south worksite boundary

Proposed north worksite boundary

1 to 20

1 to 6

LBMoP

Riverside

Shingle

TCB

Sports Court

5.7m

Mean H

igh Water

D Fn

1 to 4 Adela House

2


Queen's Wharf

5

107a

1 to 141

1 to 20

HAMMERSMITH BRIDGE ROAD

Shelter

Shingle

Caroline H

ouse

HAMMERSMITH BRIDGE ROAD

1 to 12

Rowing Club

Henrietta House

Mean H

igh Water

House

to

84

Phillippa

20 to 29

El Sub Sta

Digby Mansions

Studios

1

1 to 40

Shingle

7 to 12

MP

107

12a

Edith House

Isabella House

El Sub Sta

Sophia Ho

6.2m

30

Eleanor House

38

6

94

Castelnau Mansions

14 to 19

Posts

Castelnau


65432 7 8 9 10 11 12 13 14 15 161

65432 7 8 9 10 11 12 13 14 15 161

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



Temporary BridgeProposed Location Plan

NTS 0013-01-001-SK002 P02

0013-01-001-SK001 P02


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SOUTH RAMP

NORTH RAMP


Proposed worksite boundary

Proposed worksite boundary (at bridge deck level)

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.

Computer generated image of the proposed temporary bridge

Artist’s impression of the proposed temporary bridge

The environment The proposed bridge has been designed with the aim of minimising environmental impacts and the proposed planning application will provide more information about how we will seek to mitigate any 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 & Fulham and Richmond Councils

Planning application decision

Start of proposed temporary bridge works

Start of next phase of repair works to existing bridge*

Temporary bridge opens

spring 2020

summer 2020

summer2020

winter/spring 2020/21

winter 2020/21

* Subject to Hammersmithand Fulham Council

Documents

Hammersmith Bridge: proposed temporary walking and cycling ...content.tfl.gov.uk/hammersmith-bridge-proposal.pdf · 4. Final bridge design and layout to be confirmed by temporary