Portishead Branch Line (MetroWest Phase 1)

TR040011 Applicant: North Somerset District Council 2.22 Avon Road Underbridge

General Arrangement Proposed Sheets 1 and 2 and Avon Road Underbridge Embankment Regrades The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o) Planning Act 2008 Author: Arup Date: November 2019

Document Index 2.22 Avon Road Underbridge General Arrangement Proposed

(Sheet 1 & 2)* The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)

W1097B-ARP-DRG-EST-300008-9 Rev A01

Avon Road Underbridge Embankment Regrades The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)

W1097B-ARP-DRG-ECV-300005 Rev A01

* The footpath to the station has been removed from scope, and there are no longer plans to provide CCTV as shown on drawings W1097B-ARP-DRG-EST-300008 and W1097B-ARP-DRG-EST-300009

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

licence number 0100040692

HMSO. © Crown copyright 2017. All rights reserved. Ordnance Survey

OS map data reproduced by permission of Ordnance Survey on behalf of

5961.4

338

EXISTING BRIDGE

INTERNAL PROFILE OF

(300

WINGWALL

REDI-ROCK

GATE TO INSPECT WALLS

LOCKABLE MAINTENANCE ACCESS

CONCRETE SLAB FOOTING

GARDEN FENCING

WITH SECURE DOMESTIC

FENCING TO BE REPLACED

GARDEN FENCING

WITH SECURE DOMESTIC

FENCING TO BE REPLACED

TO THE PROPOSED PILL STATION

N

JUNCTION

PARSON STREET

PILL

PORTISHEAD

STN

BEDMINSTER

BRISTOL TM

DOCK

PORTBURY

ROYAL

S2

POD

S007 AVON ROAD UNDERBRIDGE

As Shown

J.AYLWIN 18/07/19

21

W1097B-ARP-DRG-EST-300008

W1097

B-A

RP-D

RG-E

ST-3

00008

PROPOSED

GENERAL ARRANGEMENT

NBH3B

DP5

DP4

DP3

DP2

DP1

C

300009

SHEET 1

115.969115.924

350 350

350

1500

300 300

1500

350

SCALE 1:100

B

-

SECTION BSCALE 1:50

A

-

SECTION ASCALE 1:50

TOP OF BANK

117.516 117.448

111.352

EXISTING FOOTPATH

750

GARAGES

EXISTING

E

300009

D

300009

4600

2

-

400

75 M

OR

TA

R B

ED

75 M

OR

TA

R B

ED

WATER MAIN

LV CABLES HV CABLES

SEWER

1

-

TO PORTISHEAD

TO BRISTOL

F

300009

PRECAST DECK UNITINSITU STITCH

20 MORTAR

UNIT

PRECAST ABUTMENT

2

1

INSITU CONCRETE STITCH

JOINT

CONSTRUCTION

'ROUGH' CAST AT 10

PRECAST DECK UNITPRECAST DECK UNIT

1

-

DETAIL 1 TYPICAL DETAIL OF DECK STITCH

(ABUTMENT SIMILAR. NO STITCH IN BASE)

SCALE 1:10

CONSTRUCTION SEQUENCE

CONTRACTOR TO SUIT THE

TO BE DESIGNED BY THE

WATERPROOFING SYSTEM

8.11

18.4

UNDERBRIDGE

AVON ROAD

PROPOSED PORTBURY DOCK BRANCH

PROPOSED PORTBURY SINGLE

RE

RE

RE

RE

RERE

DESIGN STAGE

DRAINAGE TBC AT DETAILED

CONNECTION TO HIGHWAYS 200ø PVC PIPE (NON-PERFORATED)

RE RODDING EYE

200ø FULLY PERFORATED PIPE (1:300 MIN. FALL)

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THIS TYPE OF

i)

ii)

iii)

1.

2.

3.

4.

5.

6.

BH3B

DP(n)

GENERAL NOTES

FOR LOG DATA.

BOREHOLE LOCATION. REFER TO FORM 001

FOR LOG DATA.

DYNAMIC PIT LOCATION. REFER TO FORM 001

7.

126mi29ch

COMPRESSIBLE FILLER BOARD

POLYSULPHIDE SEALANT AND

DECK UNITS = 11 TONNES EACH. TO BE CONFIRMED FOLLOWING DETAILED DESIGN.

AS DRAWN, THE NOMINAL WEIGHTS OF THE ABUTMENT, INTERNAL DECK AND EXTERNAL

SEPARATE M&E SUBMISSION)

INDICATIVE FOOTPATH LIGHTING (TBC IN

MJ MJMJ

PLAN

BLOCKS

NO-FINES CONCRETE

225 POROUS

WEEP HOLE

MATCH EXISTING)

(APPROX. GRADIENT 1:1.6 TO

LINE OF PROPOSED EMBANKMENT

LIGHTING

FOOTPATH

INDICATIVE

RO

AD

AV

ON

TO

2

-

DETAIL 2TYPICAL DETAIL OF INTERNAL

DECK CONNECTION

SCALE 1:20

LA

P

(MIN. 2 PER UNIT)

DOWEL CONNECTION

CONSTRUCTION JOINT

'ROUGH' CAST AT

MORTAR

QUICK SETTING

SEQUENCE

SUIT THE CONSTRUCTION

BY THE CONTRACTOR TO

SYSTEM TO BE DESIGNED

WATERPROOFING

CONSTRUCTION JOINT

'ROUGH' CAST AT

DRIP DETAIL

300 MIN.

HOLE

WEEP

DETAILED DESIGN STAGE

CROSS SECTION DIMENSIONS TBC AT

EXISTING FOOTPATH

3

007202

MIN.

TO L

OD

WA

Y C

LO

SE

117.556117.624

2503

114.210

116.710

REDI-ROCK WINGWALL

FENCING TO TIE INTO

NEW PALADIN SECURITY

WEATHERED MMG

ASSUMED TOP OF

(GRADIENT 1:2)

EMBANKMENT

LINE OF PROPOSED

ROBUST KERB LOADING

DISCONTINUITY JOINT FOR

(REBAR TO BE MATCH CAST)

MA

TC

H C

AS

T)

(RE

BA

R T

O B

E

VEHICLE ACCESS

BOLLARDS TO PREVENT

CPOS

BOLLARD

VEHICLE

2500 (

MIN.)

(2400 M

IN.

RE

QUIR

ED)

VEHICLE ACCESS

BOLLARDS TO PREVENT

INSTALL FINISHES AND LIGHTING.3.1.

STAGE 3: POST-POSSESSION

AT NEXT GRIP STAGE).

INSTALL TRACK MONITORING (REQUIREMENTS TO BE DETERMINED 2.7.

BACKFILL STRUCTURE AND LAY PWAY.2.6.

INSTALL WATERPROOFING SYSTEM AND BACK OF WALL DRAINAGE.2.5.

INSTALL WINGWALLS AND TIE INTO RETAINING WALLS.2.4.

INSTALL PRECAST CONCRETE UNITS AND STITCH TOGETHER.2.3.

DEMOLISH THE EXISTING UNDERBRIDGE AND SUITABLY REMOVE.2.2.

EXISTING UNDERBRIDGE.

REMOVE TRACK AND EXCAVATE EMBANKMENT BEHIND THE 2.1.

STAGE 2: DURING POSSESSION (2 WEEKS ANTICIPATED):

EITHER SIDE OF EXISTING BRIDGE.

PREPARE GROUND AND NORTHERN BASE SLAB FOR WINGWALLS 1.4.

INSTALL DRAINAGE AND BACKFILL.1.3.

INSTALL RETAINING WALLS PARALLEL TO TRACK.1.2.

CABINET.

UNDERTAKER. THIS INCLUDES DIVERTING THE ELECTRICAL

ACCORDANCE WITH THE REQUIREMENTS OF THE STATUTORY

UNDERTAKE SERVICE SEARCH AND PROTECT OR DIVERT IN 1.1.

STAGE 1: PRE-POSSESSION

REQUIRED PRIOR TO DETAILED DESIGN.

DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL TOPOGRAPHIC SURVEY IS

THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE FORM F001

LIGHTING

INDICATIVE BRIDGE

DOCK SINGLE

EXISTING PORTBURY

ASSUMED CONSTRUCTION SEQUENCE

PATTERNED ON BOTH SIDES

FREESTANDING WALLS TO BE

BOLLARD

VEHICLE

(NO

TE 8)

(NO

TE 8) (N

OT

E 8)

(NO

TE 8)

CPOS

MIN.)

EMBANKMENT

EXISTING

GRADIENT OF

MATCH

BACKFILL TO

SELECT 6N/6P

EMBANKMENT

EXISTING

GRADIENT OF

MATCH

BACKFILL TO

SELECT 6N/6P

SHOWN

BUT DETAILS NOT

SERVICES PRESENT

ii.

FIT FOR INFORMATION

A01

ACCESS GATE

MAINTENANCE

LOCKABLE

PALADIN SECURITY FENCING

TOP OF BANK

EXISTING STRUCTURE

STRUCTURE

EXISTING

ANTICIPATED

EITHER END OF THE DECK

GEOGRID EXTENDING c. 15m

DESIGN STAGE. CONTINUOUS

ASSESSED AT DETAILED

STIFFNESS TRANSITION TO BE

117.478

18/07/19

R. SNELL

R. SNELL

18/07/19

18/07/19

FENCING

KEE KLAMP

KEE KLAMP FENCING

DOCK

TO PORTBURY

REQUIREMENTS MAY SIGNIFICANTLY AFFECT THE PROPOSED WORKS.

DIVERSION REQUIREMENTS. THERE IS RESIDUAL RISK THAT ONEROUS

WITH ASSET OWNERS IS TO BE UNDERTAKEN AT DETAILED DESIGN FOR PROTECTION OR

ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO DETAILED DESIGN. CONSULTATION

BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS OF THESE

INDICATIVE CCTV COLUMN

J. BACINSKI

LEVEL HAS BEEN ASSUMED

MIN. Cu OF 150kPa FOR FOUNDING

WITH SUITABLE COMPACTED FILL

TO BE REMOVED AND REPLACED

SOFT MATERIAL (HEAD DEPOSITS)

0 200 400 600 800 1000mm

SCALE 1:10 @ A1

0

SCALE 1:20 @ A1

1.2 1.60.4 0.8 2.0m

210 3 4 5m

SCALE 1:50 @ A1

0 2 4 6 8 10m

SCALE 1:100 @ A1

A01 18/07/19 FOR DCO APPLICATION JB RS RS

LEGEND (PLAN)

LAND BOUNDARY

DEVELOPMENT CONSENT ORDER (DCO)

(METROWEST PHASE 1)

PORTISHEAD BRANCH LINE

THIS EXTENT ARE CONSIDERED IN A SEPARATE SUBMISSION.WORKS EITHER SIDE OF THE BRIDGE. EARTHWORKS BEYOND THIS SUBMISSION CONSIDERS ONLY 10m OF EMBANKMENT

DETAILS SHOWN WITHIN THIS PACKAGE ARE INDICATIVE.DETAILS ARE COVERED WITHIN A SEPARATE SUBMISSION. ALL THE ALTERNATIVE ACCESS TO PILL STATION AND ALL M&E

INVESTIGATION.BH3B AND DP1-5 UNDERTAKEN AS PART OF THE 2015 GROUND THIS DESIGN IS BASED ON GROUND CONDITIONS PRESENTED IN

AND RE-SURVEYED PRIOR TO DETAILED DESIGN.THE EMBANKMENT SHOULD BE CLEARED OF ALL VEGETATION LIDAR DATA COLLECTED PRIOR TO VEGETATION CLEARANCE. THE TOPOGRAPHICAL MODEL IS BASED ON INTERPRETATION OF

SURVEY UNDERTAKEN BY SEVERN PARTNERSHIP LTD. IN 2015.THIS DRAWING IS BASED ON TOPOGRAPHICAL AND LIDAR

(ORDNANCE DATUM + 100M).ALL LEVELS ARE IN METRES ABOVE SNAKE GRID RBEPP12

ALL DIMENSIONS ARE IN MILLIMETRES (MM).

CONTRACTOR

TEMPORARY WORKS

BE ASSESSED BY

TEMPORARY CUT TO

BENCHING.

B

-

A

-

TBC.

LIGHTING COLUMN TO BE REMOVED OR REPLACED,

AND BURIED

TRACK INFLUENCE ZONE MAY BE RETAINED

PROPOSED WORKS OR EXTEND INTO THE

ELEMENTS THAT DO NOT CLASH WITH THE

EXISTING STRUCTURE . NOTE ANY

DEMOLISH AND SUITABLY DISPOSE OF THE

117.591

REDI-ROCK WINGWALL

FENCING TO TIE INTO

NEW PALADIN SECURITY

10000

1100 1950 1950 1950 1950 1100

300 300

1500

350

3397

VARIES (2806 MIN.) VARIES (1715 MIN.)

TROUGH

1500

3322

(2000 M

IN.)

700

300 (

MIN.)

AGREED WITH ASSET OWNER)

RELOCATED (LOCATION TO BE

ELECTRICAL CABINET TO BE

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

1500 CLEAR

1500 CLEAR

2800

700 1500 700 1500

INFORMATION

BASED ON LIMITED LIDAR

EXISTING BOUNDARY LINE

M&E SUBMISSION

TO BE DESIGNED IN SEPARATE

INDICATIVE LIGHTING BOLLARD

REPLACE WITH SUITABLE COMPACTED FILL

GROUP. EXCAVATE SOFT SPOTS AND

TO BE FOUNDED ON MERCIA MUDSTONE

OR SIMILAR APPROVED

REDI-ROCK RETAINING WALL

OR SIMILAR APPROVED

REDI-ROCK RETAINING WALL

REPLACE WITH SUITABLE COMPACTED FILL

GROUP. EXCAVATE SOFT SPOTS AND

TO BE FOUNDED ON MERCIA MUDSTONE

M&E SUBMISSION

TO BE DESIGNED IN SEPARATE

INDICATIVE LIGHTING BOLLARD

INFORMATION

BASED ON LIMITED LIDAR

EXISTING BOUNDARY LINE

GARDEN FENCING

SECURE DOMESTIC

GARDEN FENCING

SECURE DOMESTIC

(OR SIMILAR)

ANTI-CLIMB STEEPLE COPING

(OR SIMILAR)

ANTI-CLIMB STEEPLE COPING

N

JUNCTION

PARSON STREET

PILL

PORTISHEAD

STN

BEDMINSTER

BRISTOL TM

DOCK

PORTBURY

ROYAL

S2

POD

S007 AVON ROAD UNDERBRIDGE

As Shown

J.AYLWIN 18/07/19

22

W1097B-ARP-DRG-EST-300009

W1097

B-A

RP-D

RG-E

ST-3

00009

PROPOSED

GENERAL ARRANGEMENT

117.017

SHEET 2

116.710

114.517

113.975

117.944 117.994

C

300008

ELEVATION CSCALE 1:50

D

300008

SECTION DSCALE 1:50

E

300008

SECTION ESCALE 1:50

F

300008

SECTION FSCALE 1:50

2807

4600

FOOTPATH

GARDENS

PRIVATE

SINGLE

PORTBURY

BRANCH

DOCK

PORTBURY

SINGLE

PORTBURY

BRANCH

DOCK

PORTBURY

2

1

OF INFLUENCE

EXISTING TRACK ZONE

NOT TO EXTEND INTO

TEMPORARY WORKS

29ch

SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION

WORK, SPECIAL ATTENTION SHOULD BE GIVEN TO:

IN ADDITION TO THE HAZARDS/RISKS NORMALLY ASSOCIATED WITH THIS TYPE OF

DECK UNITS = 11 TONNES. TO BE CONFIRMED FOLLOWING DETAILED DESIGN.

AS DRAWN, THE NOMINAL WEIGHTS OF THE ABUTMENT, INTERNAL DECK AND EXTERNAL i)

iii)

ii)

iv)TEMPORARY WORKS NOT TO EXTEND INTO EXISTING TRACK ZONE OF INFLUENCE

v)PROPOSED TRACK SHALL NOT BE FOUNDED ON TWO DIFFERENT TYPES OF FILL

iv)

FABRIC

NON-WOVEN GEOTEXTILE

GRANULAR MATERIAL

FREE DRAINING

FULLY PERFORATED PIPE

TYPES OF FILL

FOUNDED ON TWO DIFFERENT

PROPOSED TRACK SHALL NOT BE

v)

FOOTPATH

GARDENS

PRIVATE

TYPES OF FILL

FOUNDED ON TWO DIFFERENT

PROPOSED TRACK SHALL NOT BE

v)

OF INFLUENCE

EXISTING TRACK ZONE

NOT TO EXTEND INTO

TEMPORARY WORKS

iv)

E

-

D

-

APPROVED) SEE DETAIL 3

RETAINING WALL (OR SIMILAR

'COBBLE STONE' FINISH REDI-ROCK

APPROVED) SEE DETAIL 3

RETAINING WALL (OR SIMILAR

'COBBLE STONE' FINISH REDI-ROCK

TRACK

TO BE DEMOLISHED

EXISTING WING WALL

75 M

OR

TA

R

EGL

NR/CIV/SD/231

BENCHING TO

6N/6P BACKFILL

CPOS

BRIDGE PARAPET

75 M

OR

TA

R

6N/6P BACKFILL

CPOS

NR/CIV/SD/231

BENCHING TO

TOP OF EMBANKMENT

75 M

OR

TA

R

TRACK

UNDERBRIDGE

AVON ROAD

10000

117.017

BACKFILL

6N/6P

10000

114.210 114.210

(NOTE 2)(NOTE 2)

1

1

1

1

2

1

3

DETAIL 3

RETAINING WALLS AND WING WALLS

PROPOSED COBBLESTONE FINISH TO

2735

116.710

KEE KLAMP GUARDRAILING

117.624 117.624

KEE KLAMP GUARDRAILING

KEE KLAMP GUARDRAILING

ACCESS

VEHICLE

PREVENT

BOLLARDS TO

SUITABLE COMPACTED FILL

EXCAVATE SOFT SPOTS AND REPLACE WITH

FOUNDED ON MERCIA MUDSTONE GROUP.

REINFORCED CONCRETE SLAB TO BE

KEE KLAMP GUARDRAILING

75 MORTAR

SIMILAR APPROVED

REDI-ROCK WINGWALL OR

COPING (OR SIMILAR)

ANTI-CLIMB STEEPLE

2500 (

MIN.)

2500 (

MIN.)

FULLY PERFORATED PIPE

GRANULAR MATERIAL

FREE DRAINING

FABRIC

NON-WOVEN GEOTEXTILE

FIT FOR INFORMATION

A01

FULLY PERFORATED PIPE

GRANULAR MATERIAL

FREE DRAINING

GEOTEXTILE FABRIC

NON-WOVEN

NOTE 3 NOTE 3

R. SNELL

18/07/19

R. SNELL 18/07/19

18/07/19

126mi

REQUIREMENTS MAY SIGNIFICANTLY AFFECT THE PROPOSED WORKS.

PROTECTION OR DIVERSION REQUIREMENTS. THERE IS RESIDUAL RISK THAT ONEROUS

CONSULTATION WITH ASSET OWNERS TO BE UNDERTAKEN AT DETAILED DESIGN FOR

TO BE VERIFIED BY THE CONTRACTOR PRIOR TO DETAILED DESIGN.

BURIED SERVICES ARE PRESENT ACROSS THE SITE. THE PRECISE POSITIONS OF THESE ARE

REQUIRED PRIOR TO DETAILED DESIGN.

DESIGN IS BASED ON INTEPRETATION OF LIDAR DATA. FULL TOPOGRAPHIC SURVEY

THERE IS LIMITED TOPOGRAPHIC SURVEY AVAILABLE AT THIS SITE AND THE FORM F001

COLUMN

INDICATIVE CCTV

CCTV COLUMN

INDICATIVE

A01 18/07/19 FOR DCO APPLICATION JB RS RS

J. BACINSKI

210 3 4 5m

SCALE 1:50 @ A1

(METROWEST PHASE 1)

PORTISHEAD BRANCH LINE

BENCHING

ARE CONSIDERED IN A SEPARATE SUBMISSION.

EITHER SIDE OF THE BRIDGE. EARTHWORKS BEYOND THIS EXTENT

THIS SUBMISSION CONSIDERS ONLY 10m OF EMBANKMENT WORKS

W10197B-ARP-DRG-EST-300008.

FOR GENERAL NOTES REFER TO DRAWING

2.

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

S2

POD

A01

As Shown

11

W1097B-ARP-DRG-ECV-300005

W1097

B-A

RP-D

RG-E

CV-3

00005

FIT FOR INFORMATION

23/07/19

23/07/19

23/07/19

23/07/19

PORTISHEAD BRANCH LINE

J. BACINSKI

NETWORK RAIL

EMBANKMENT REGRADES

AVON ROAD UNDERBRIDGE

NR/CIV/SD/230.

1. THIS DRAWING IS BASED ON NETWORK RAIL STANDARD DRAWING

RSRSJBFOR DCO APPLICATION23/07/19A01

0 200 400 600 800 1000mm

SCALE 1:10 @ A1

0 0.5 1.5 2.0 2.5m1.0

SCALE 1:25 @ A1

30CH126M

(METROWEST PHASE 1)

R. SNELL

R. SNELL