Portishead Branch Line (MetroWest Phase 1)

TR040011 Applicant: North Somerset District Council 2.21 Cattle Creep Proposed General Arrangement (Sheets 1 and 2) The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o) Planning Act 2008 Author: Arup Date: November 2019

Document Index 2.21 Cattle Creep: Proposed General Arrangement (Sheet 1 & 2) The Infrastructure Planning (Applications: Prescribed Forms

and Procedure) Regulations 2009, regulation 5(2)(o) W1097B-ARP-DRG-ECV-300003-4 Rev A01

Sheet Size A1 594 x 841

Dra

win

g N

um

ber

Scale(s)

Drawing Number Revision

of

Sheet

Signed

Signed

Signed

Project

Status

Rev Date Description of Revisions Drawn

Designed

Drawing Title

Contractor(s)

DateSigned

Drawn

Checked

Approved

Chkd Appr

Date

Date

Date

ELR & Mileage

Alternative Reference

Suitability

Legend/Notes

Gate

WL 1

07.2

1

WL 1

07.2

7

Post

WL 1

07.3

7

MKR Unknown

WL 1

07.3

9

WL 1

07.4

2

MKR UnknownFE 107.56 W

L 1

07.5

8

FE 107.65

BoB 107.83

TW

L 1

08.7

9

Soffit1

08.8

8

TW

L 1

08.9

1

TW

L 1

08.9

4

TW

L 1

08.9

8

Soffit1

08.9

8

Soffit1

09.0

7

Soffit1

09.1

7

Soffit1

09.2

3

Soffit1

09.2

6

109.52

BoB 109.66 Tree Line

ToB 110.02

Farm Access Underpass

HRToB 110.23

HR

110.30Farm Access Underpass

HR

HR110.52

ToB 110.56

www.arup.com

Tel +44(0)117 976 5432 Fax +44(0)117 976 5433

Bristol BS1 6JZ

63 St Thomas Street

A01 JB RS RS

S2

POD

A01

As Shown

R. SNELL

R. SNELL

I.MUKOV

21

W1097B-ARP-DRG-ECV-300003

W1097

B-A

RP-D

RG-E

CV-3

00003

SCALE 1:100

PLAN

Safety, Health and Environmental Information

Construction

normally associated with this type of work:

Notes below are additional to hazards/risks

using an approved safe method of working.

and competent contractors carrying out the work

These notes are based on the use of experienced

SCALE 1:25

A SECTION OF SADDLE

000004

A

300003

B

300004

N

PROPOSED HAND RAIL

PROPOSED HANDRAIL

POST AND WIRE ON EACH WINGWALL

EXCAVATED AREA

PIPE

360

200

460

300

140

1

300003

2

300003

SCALE 1:25

1

000004

ELEVATION - SOUTH

SCALE 1:25

2

000004

ELEVATION - NORTH

PROPOSED HANDRAIL

PROPOSED HANDRAILPARAPET EXTENSION

FIT FOR INFORMATION

EXTENSION

CONCRETE SUPPORT FOR PARAPET

EXTENSION

CONCRETE SUPPORT FOR PARAPET

PROPOSED HANDRAILPARAPET EXTENSION

TROUGH ROUTE

20mm MOVEMENT JOINT20mm MOVEMENT JOINT

GROUND LEVEL

PROPOSED

LEVEL

GROUND

PROPOSED

677

606

CONCRETE SADDLE

LEVEL

PROPOSED RAIL

LEVEL

PROPOSED PARAPET

LEVEL

PROPOSED PARAPET

CATCHPIT

CONCRETE SADDLE

EXISTING PARAPET

677

300

WATERPROOFING

EXTENT OF

CPOS

CATCHPIT

INSPECTION CHAMBER

PERFORATED PIPE

SHORT POST AND WIRE FENCE

EXTENSION

PARAPET

LEVEL

PROPOSED RAIL

EXISTING PARAPET

EXISTING BACKING

CONCRETE SADDLE

EXISTING BACKING

606

EXISTING ABUTMENT COUNTERFORT

EXISTING ABUTMENT COUNTERFORT

Ci.

Ci.

Cv. Cv.

110.96110.96 110.96

PARAPET RAISE

PROPOSED

STONE

COPING

CABLE TROUGH

EMBANKMENT

THE TOE OF THE

THE DITCH AT

TO EXTEND TO

DRAINAGE PIPE

- INSTALL POST AND WIRE ON WINGWALLS

- CARRY OUT MASONRY REPAIRS TO THE REST OF THE STRUCTURE.

- INSTALL KEE KLAMP HANDRAILS.

- REPAIR, EXTEND AND RAISE BRIDGE PARAPETS.

LOADING OF THE ARCH.

- BACKFILL. TO BE CARRIED OUT IN STEPS MAINTAINING SYMMETRICAL

- INSTALL NEW DRAINAGE.

- INSTALL CONCRETE SADDLE AND WATERPROOFING.

- CARRY OUT MASONRY REPAIRS TO THE ARCH BARREL.

SYMMETRICAL LOADING OF THE ARCH.

SAFE ANGLE. EXCAVATION TO BE COMPLETED IN STEPS MAINTAINING

- EXCAVATION OF FILL. EXCAVATION TO BE BENCHED OR SLOPED AT A

- REMOVAL OF EXISTING TRACK FORMATION.

- DEVEGETATION ON AND WITHIN 3m OF THE STRUCTURE.

INDICATIVE CONSTRUCTION SEQUENCE

Cix. TOE OF EMBANKMENT STABILITY

Cviii. EXCAVATIONS

UNSYMMETRICAL LOADING

Cvii. INSTABILITY OF ARCH DUE TO

Cvi. CEMENTITIOUS MATERIALS

INSTABILITY

Cv. PARAPETS AND SPANDREL WALLS

Civ. WORKING AT HEIGHT

Ciii. LOOSE / UNSTABLE MASONRY

Ci. UTILITIES ARE PRESENT ACROSS THE SITE

Cix.

GCP ELIMINATOR OR SIMILAR APPROVED

GEOTEXTILE PROTECTION

TIGHT WATERPOOFING SYSTEM WITH

23/07/19

23/07/19

23/07/19

23/07/19

23/07/19

1745

PROPOSED PORTISHEAD SINGLE

250

1:30 GRADIENT

EXISTING TRACK

503

CONFIRMED AT DETAILED DESIGN.

OPENREACH CABLES TO BE DIVERTED. DETAILS TO BE

SOUTH SIDE OF TRACK TO ACCOMMODATE

DUCTS TO BE PROVIDED OVER DECK ON 4no. 100mm

FOR DCO APPLICATION

PORTISHEAD BRANCH LINE

SHEET 1 OF 2

J.BACINSKI

ARRANGEMENT

PROPOSED GENERAL

CATTLE CREEP

0 2 4 6 8 10m

SCALE 1:100 @ A1

0 0.5 1.5 2.0 2.5m1.0

SCALE 1:25 @ A1

64CH126MI

DESIGN.

EMBANKMENT. DRAINAGE DETAILS TO BE CONFIRMED AT DETAILED

12. SADDLE DRAINAGE TO OUTFALL AT DITCH AT TOE OF THE

INSTALLED ON EACH SIDE OF THE SOUTH BRIDGE PARAPET.

LENGTH OF THE BRIDGE. 'LIMITED CLEARANCE' SIGNS TO BE

11. CONTINUOUS POSITION OF SAFETY TO BE INTERRUPTED FOR THE

PARAPET WALLS IF NECESSARY.

10. TEMPORARY SUPPORT TO BE PROVIDED TO SPANDREL AND

MAINTAIN SYMMETRICAL LOADING OF THE ARCH.

9. EXCAVATION AND BACKFILL TO BE UNDERTAKEN IN STAGES TO

COLOUR AND FEATURES AS FAR AS IS PRACTICAL.

COPING STONES ON SOUTH FACE TO MATCH THE EXISTING IN

STONES ON NORTH FACE TO BE PRESERVED AND REUSED. NEW

8. NEW PARAPET TO BE BUILT IN ENGINEERING BRICKS. COPING

MOISTURE INSIDE THE STRUCTURE.

EXISTING. LIME MORTAR TO BE USED TO AVOID ENTRAPMENT OF

7. STONES AND BRICK MASONRY BONDS AND JOINTS TO MATCH

AND FEATURES AS FAR AS IS PRACTICAL.

6. NEW STONES AND BRICK MASONRY TO MATCH EXISTING IN COLOUR

IS PRACTICAL AND ANY STRUCTURAL ELEMENTS MADE GOOD.

TREATED AND REMOVED. ROOT SYSTEMS TO BE REMOVED AS FAR AS

5. ALL VEGETATION ON OR WITHIN 3m OF THE STRUCTURE TO BE

MORTAR LOSS TO THE FIRST ARCH RING.

THE FIRST ARCH RING. RA8 CAPACITY IS ACHIEVED WITH 30mm

INSUFFICIENT CAPACITY FOR RA8 LOADING ASSUMING FULL LOSS OF

4. THE STRUCTURAL ASSESSMENT OF THE UNDERBRIDGE SHOWS

3. NO PUBLIC RIGHT OF WAY TO BE MAINTAINED.

2. DO NOT SCALE FROM THIS DRAWING.

SURVEY.

LEVELS IN METRES IN RELATION TO METROWEST 1 SITE WIDE

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.

(METROWEST PHASE 1)

Sheet Size A1 594 x 841

Dra

win

g N

um

ber

Scale(s)

Drawing Number Revision

of

Sheet

Signed

Signed

Signed

Project

Status

Rev Date Description of Revisions Drawn

Designed

Drawing Title

Contractor(s)

DateSigned

Drawn

Checked

Approved

Chkd Appr

Date

Date

Date

ELR & Mileage

Alternative Reference

Suitability

Legend/Notes

www.arup.com

Tel +44(0)117 976 5432 Fax +44(0)117 976 5433

Bristol BS1 6JZ

63 St Thomas Street

A01 JB RS RS

S2

POD

A01

As Shown

R. SNELL

R. SNELL

I.MUKOV

22

W1097B-ARP-DRG-ECV-300004

W1097

B-A

RP-D

RG-E

CV-3

00004

PROPOSED RAIL

BOTTOM OF SLEEPER

TOP OF SLEEPER

SCALE 1:25

B SECTION OF SADDLE

BALLAST

6N/6P FILL

EAST COUNTERFORT

WEST ABUTMENT

WEST COUNTERFORT

000004

FIT FOR INFORMATION

EXISTING BACKING

INDICATIVE EXCAVATION PROFILE

CONCRETE SADDLE

A393 REINFORCEMENT MESH

50mm CONCRETE BLINDING

Safety, Health and Environmental Information

Construction

normally associated with this type of work:

Notes below are additional to hazards/risks

using an approved safe method of working.

and competent contractors carrying out the work

These notes are based on the use of experienced

Cviii. EXCAVATIONS

UNSYMMETRICAL LOADING

Cvii. INSTABILITY OF ARCH DUE TO

Cvi. CEMENTITIOUS MATERIALS

INSTABILITY

Cv. PARAPETS AND SPANDREL WALLS

Civ. WORKING AT HEIGHT

Ciii. LOOSE / UNSTABLE MASONRY

Ci. UTILITIES ARE PRESENT ACROSS THE SITE

Ci.

Cviii.

Cviii.

PIPE

PERFORATED DRAINAGE GCP ELIMINATOR OR SIMILAR APPROVED

TIGHT WATERPROOFING SYSTEM

50mm CONCRETE BLINDING

EAST ABUTMENT

TRACK BED FORMATION LEVEL

23/07/19

23/07/19

23/07/19

23/07/19

23/07/19

WRAPPED IN GEOTEXTILE

NO FINES CONCRETE

PORTISHEAD BRANCH LINE

FOR DCO APPLICATION

SHEET 2 OF 2

J. BACINSKI

ARRANGEMENT

PROPOSED GENERAL

CATTLE CREEP

- W1097J-NRD-DRG-ECV-000005 - A2.

4. DRAWING IS BASED ON DESIGN DELIVERY NETWORK RAIL DRAWING

3. CONCRETE SADDLE TO HAVE A MINIMUM THICKNESS OF 200mm.

2018. DIMENSIONS TO BE CONFIRMED AFTER EXCAVATION.

DRAWING AND INTRUSIVE INVESTIGATION FROM 6th-7th NOVEMBER

2. BACKING DIMENSIONS SHOWN DERIVED FROM 1865 RECORD

1. FOR NOTES REFER TO DRAWING W1097B-ARP-DRG-ECV-300003

0 0.5 1.5 2.0 2.5m1.0

SCALE 1:25 @ A01

64CH128MI

(METROWEST PHASE 1)