Portishead Branch Line (MetroWest Phase 1) · 1/2/2020 · Portishead Branch Line (MetroWest Phase 1) TR040011 . Applicant: North Somerset District Council . 2.36 - Cross Section

Portishead Branch Line (MetroWest Phase 1) TR040011 Applicant: North Somerset District Council 2.36 - Cross Section Plans The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o) Planning Act 2008 Author: CH2M Date: November 2019

2.36 Cross Section Plans The Infrastructure Planning (Applications: Prescribed Forms and Procedure) Regulations 2009, regulation 5(2)(o)

467470.BQ.04.20-104 Rev B 467470.BQ.04.20-219 Rev B 467470.BQ.04.20-292 Rev B 467470.BQ.04.20-410 Rev B 467470.BQ.04.20-531 Rev B 467470.BQ.04.20-630 Rev B 467470.BQ.04.20-SK300-SK304 Rev H 674946.BD.29.01-SK33 Rev A 674946.BD.29.01-SK35-SK36 Rev A

Document Index

35.718.13 9.7 3.85 24 3.16 13.95

2.3

1.533.515.17 3

4.9 4.5 16 4.25 9.8 3 7 3.6

6.9 4.5 22.8

1.1

4.15 4.73 3 5.2 8.2

6.31 9.5 1.25

Proposed scrub

planting

Proposed planting

including trees

Footway

Proposed noise barrier

Track level

Proposed station forecourt including

platform and station building

Bollard

Car park pick up/drop off

area and carriageway

Footway

Car park row

Footway

Car park row and

carriageway

Proposed planting

including trees

Footway including

boundary wall

Phoenix Way

Paved area

Proposed planting

including trees

Footway

Swale ditch with

proposed trees

Proposed planting

including trees

Proposed planting

including trees

Footway/

Cycleway

Car park

Harbour Road

Proposed Parallel

(Pedestrians and Cyclists)

crossing on Harbour Road

FootwayFootway including

boundary wall

Proposed

planting

Car park

Footway/

Cycleway

Footway

Footway/

Cycleway

Proposed

landscape area

Proposed

security fence

SECTION A SECTION B

SECTION C

+106.38

+107.32

+107.30

+107.54

+106.92

+107.46

+107.43

+107.54

+109.31

+107.83

+107.71

+108.56

NOTES:

1. Refer to drawing 467470.BQ.04.20-100 to

102 for section locations

KEY:

Proposed Levels

Existing Levels

+115.34

+113.60

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

Apprvd

Project

ByRev Chkd Date Description

CH2M HILL

www.ch2m.com

1 The Square Temple Quay Bristol BS1 6DG

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PORTISHEAD BRANCH LINE

(METROWEST PHASE 1)

PORTISHEAD STATION

CROSS SECTIONS

OHP 10/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-104 B

1:200 @ A1 or 1:400 @ A3

A

Minor amendmentsOHP ADL ADL 31/07/2019

50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

B

Station building outline and spot levels addedOHP ADL ADL 10/10/2019

http://www.halcrow.com/

12.87.324.528.74

19 10 12.23

SECTION A

SECTION B

Existing vegetation

Proposed

planting

Network Rail and

field access track

Proposed planting

including trees

Area of field within

the limits of deviation

Proposed temporary

access track

Network Rail

access track

Proposed embankment

with woodland planting

Existing lakeside

trees

+126.19

+113.60

+111.56

+115.34

NOTES:



KEY:

Proposed Levels

Existing Levels

+115.34

+113.60

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

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CH2M HILL

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(METROWEST PHASE 1)

PILL TUNNEL EAST

CROSS SECTIONS

OHP 20/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-219 B

1:100 @ A1 or 1:200 @ A3

A


0 5 10

SCALE 1:100 (A1)

SCALE 1:200 (A3)

METRES

B



2.56.847.45

Lodway

Footpath

Widened footpath

for bus stop

Pill Memorial

Club car park

SECTION A

Relocated

boundary wall

Existing kerb

Existing

boundary wall

NOTES:



2. Proposed footway and carriageway to

match with existing levels except for

localised adjustment at Pill Memorial Club

boundary wall

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

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(METROWEST PHASE 1)

PILL MEMORIAL CLUB

CROSS SECTION

OHP 25/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-292 B

1 :100 @ A1 or 1:200 @ A3

A


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SCALE 1:200 (A3)

METRES

B



9.03 5.9 9 4.8 131.531

SECTION A

Proposed

grass

Proposed

grass

Proposed

grass

Proposed footway/cyclway

Sheepway

Existing embankment

and verge

Existing embankment

and verge

Existing access

track to remain

Sheepway compound

access

NOTES:



2. Proposed access and footway/cycleway to

match with existing levels

Drawing Scale:

Drawing No.

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Approved by:

Drawn by:

Drawing

Revision

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(METROWEST PHASE 1)

SHEEPWAY

CROSS SECTIONS

OHP 20/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-410 B

1:100 @ A1 or 1:200 @ A3

A


0 5 10

SCALE 1:100 (A1)

SCALE 1:200 (A3)

METRES

B



3.589.81.857.5

dw

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.co

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SECTION A

Royal

Portbury Dock

Road

Existing vegetation

Existing vegetation

Footway

Bridleway

Fence to separate

uncontrolled bridleway

crossing from uncontrolled

pedestrian crossing

Bridleway

NOTES:

1. Refer to drawing 467470.BQ.04.20-530 for

section locations

2. Proposed access and footway/cycleway to

match with existing levels except for

localised adjustment at crossing point

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

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(METROWEST PHASE 1)

ROYAL PORTBURY DOCK ROAD

CROSS SECTIONS

OHP 20/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-531 B

1:100 @ A1 or 1:200 @ A3

A


0 5 10

SCALE 1:100 (A1)

SCALE 1:200 (A3)

METRES

B



2 97.3 5.7 33.01 4.9247.78

SECTION A

Proposed

vegetation

Clanage Road

Overrun area/

flush footwayExisting vegetation

and boundary wall

Network Rail

compound

Network Rail ramp to

access railway tracks

Railway tracks

Gated access to

track

+107.40

+107.66

+109.40

+108.12

+107.56

NOTES:

1. Refer to drawing 467470.BQ.04.20-621 for

section locations

KEY:

Proposed Levels

Existing Levels

+115.34

+113.60

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

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(METROWEST PHASE 1)

CLANAGE ROAD

CROSS SECTION

OHP 10/03/2019

ADL 25/03/2019

ADL 25/03/2019

467470.BQ.04.20-630 B

1:200 @ A1 or 1:400 @ A3

A


50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

B



2 9.18 49.21

1.883.028.173.495.654.038.09

Path

Verge

Ve

rg

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11.24

Path

Existing VegetationVergeCarriageway

FrontHouseRear Garden

Garden

Pumping Station

166208

Section AA

Crane Jib within Wessex

Water pumping station

Fence

Security fence

Noise barrier

Peartree Field

1.56

0.4

2

3.073.782.88.731.91

5 2.1 27.08 5.13 9.66

Ga

rd

en

House Garden

Vegetation

Path

Cle

ara

nce

Footbridge

Ve

rg

e

Proposed

Vegetation

Path

Existing Grassland (inc. Trees) Carriageway

Garden

166208

Section AA

Section BB

Fence

Security fence

Noise barrier

Tansy Lane

Trinity Primary

School Bridge

Drawing Scale:

Drawing No.

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Approved by:

Drawn by:

Drawing

Revision

Date:

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Date:

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CH2M HILL

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Notes:


(METROWEST PHASE 1)

TYPICAL SECTIONS

SHEET 1 OF 4

OHP 13/03/2018

ADL 27/03/2018

ADL 27/03/2018

467470.BQ.04.20-SK300 H

1:200 @ A1 or 1:400 @ A3

A

Block of Rail Class 166 Turbo added to each sectionOHP ADL ADL 04/04/2018

B


C


1. All dimensions are in metres unless noted otherwise

2. The levels for the rail corridor are based upon a

Topographical Survey dated September 2015.

3. The levels beyond the Network Rail fence line have

been derived from data captured using airborne RADAR

technology that provides elevation point data every five

metres with a vertical accuracy of +/-60cm - which is

then subsequently interpolated. Therefore these levels

should be used for contextual information only and are

subject to confirmation.

4. Refer to drawing 467470.BQ.04.20-SK304 for section

locations

D


E


Notes:

F

Further location detail added to sectionsOHP ADL ADL 31/07/2019

50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

G

Note amendmentsOHP ADL ADL 02/10/2019

H



5.49 2.12 4.22 8.51 10.52 4.51 2 16.77

8.07 50

Carriageway

Path Garden House Garden

Existing

Vegetation

Path

Existing

Vegetation

Proposed

Vegetation

Trinity Primary School

Playing Fields

166208

Section CC

Trinity Primary School Bridge is located

approximately 125m west of Section CC location

Security Fence

Security Fence

Fence

Tydeman Road

39.26 8 9.6 11.15 3.65 10.71 2.79

Field Haul Road

Existing

Vegetation

Existing

Vegetation

Garden House Garden

166208

Section DD

Security FenceSecurity Fence

FenceProperty on

Fennel Road

Drawing Scale:

Drawing No.

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Drawn by:

Drawing

Revision

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(METROWEST PHASE 1)

TYPICAL SECTIONS

SHEET 2 OF 4

OHP 13/03/2018

ADL 27/03/2018

ADL 27/03/2018

467470.BQ.04.20-SK301 H

1:200 @ A1 or 1:400 @ A3

Notes:

A


B


C


D


E













locations

F


50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

G


H



47.11 8 5.04

45.82

4.5

Existing

Vegetation

Haul RoadField

FieldExisting

Vegetation

166208

Section EE

Security FenceSecurity Fence

3.6

Proposed

Vegetation

50

Field

11.82

1.1815.593.74

Existing Vegetation

Garden

HouseGarden/Drive

Existing

Vegetation

166208

Section FF

Combined security fence and noise barrier

Fence

Security fence

Station House,

Portbury

Station

Road

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

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CH2M HILL

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(METROWEST PHASE 1)

TYPICAL SECTIONS

SHEET 3 OF 4

OHP 13/03/2018

ADL 27/03/2018

ADL 27/03/2018

467470.BQ.04.20-SK302 H

1:200 @ A1 or 1:400 @ A3

Notes:

A


B


C


D


E













locations

F


50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

G


H



50

Field

8.13

10.1 6.89 9.17 3.08 1.91 7.71

Existing

Vegetation

Existing

Vegetation

Garden House Garden Path

Carriageway

166208

Section GG

Security Fence

Security Fence

Elm Tree Park

Drawing Scale:

Drawing No.

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Approved by:

Drawn by:

Drawing

Revision

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CH2M HILL

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(METROWEST PHASE 1)

TYPICAL SECTIONS

SHEET 4 OF 4

OHP 13/03/2018

ADL 27/03/2018

ADL 27/03/2018

467470.BQ.04.20-SK303 H

1:200 @ A1 or 1:400 @ A3

Notes:

A


B


C


D


E













locations

F


50 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

G


H



34

T

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D

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36

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CONFERENCE AVENUE

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3

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1

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16

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Trinity Anglican

Methodist

Primary School

28

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Rose

Drain

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MP 128.75

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a

c

k

D

r

a

in

Pond

W

H

A

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F

L

A

N

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2

Sheepway

D

r

a

in

S

h

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e

p

w

a

y

C

o

t

t

a

g

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s

MP 129

Gate Farm

ET

L

ET

L

2

6

4

1

3

5

Pond

Pond

FENNEL ROAD

45

2

4

3

0

2

0

5

1

4

9

6

3

34

2

8

1

7

1

3

5

3

3

8

6

7

S

O

R

R

E

L

GARDENS

1

9

5

0

4

2

7

1

95

89

81

85

6

2

6

4

5

6

7

0

2

T

A

R

R

A

G

O

N

P

L

A

C

E

5

101

1

97

6

Moor Farm

31

1

4

25

1

5

3

4

39

2

6

30

9

Pond

D

r

a

i

n

45

47

12

2

1

0

3

1

1

4

5

9

2

T

H

E

B

R

A

M

L

E

Y

S

1

4

1

1

1

5

7

7

T

H

E

R

U

S

S

E

T

S

1

8

1

0

24

8

16

2

9

1

9

2

5

3

3

1

1

1

0

1

5

1

7

1

9

2

1

5

1

5

5

3

7

t

o

4

3

2

2

t

o

3

0

3

1

t

o

3

6

5

0

4

6

4

4

B

e

e

c

h

B

a

r

n

Willow Barn

Pond

D

e

f

T

A

N

S

Y

L

A

N

E

P

E

A

R

T

R

E

E

F

IE

L

D

T

Y

D

E

M

A

N

R

D

F

E

N

N

E

L

R

D

S

H

E

E

P

W

A

Y

PORTISHEAD

D

r

a

in

2

7

1

9

8

Pond

2

8

THE PORTBURY HUNDRED

B

a

r

n

E

n

d

D

ra

in

S

H

E

E

P

W

A

Y

D

rain

2

b

L Twr

7.9m

2

a

D

r

a

i

n

T

h

e

O

l

d

C

h

a

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P

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D

4

0

3

5

3

0

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in

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lm

T

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e

F

a

rm

MP 128

2

L Twr

Priory Croft

Cole Acre

3

8

8.5m

1

1

0

MP 128.25

Elm Tree Park

1

3

16

Depot

MP 127.75

L Twr

T

r

a

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2

2

3

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13

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21

3

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18

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13.7m

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in

Station House

E

a

s

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a

c

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A 3

69

Footbridge

R

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used)

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2

5

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4

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D

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St Mary's Church

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P

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D

R

E

D

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

Apprvd

Project


CH2M HILL

www.ch2m.com


Tel +44 (0)117 910 2580 Fax +44 (0)117 910 2581

:D

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ing file path &

nam

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:\P

rojects\467470 N

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F

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Q.04.20 M

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\ 467470.B

Q.04.20-S

K300 to 303 R

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(METROWEST PHASE 1)

TYPICAL SECTIONS

LOCATION PLAN

OHP 04/04/2018

ADL 04/04/2018

ADL 04/04/2018

467470.BQ.04.20-SK304 H

1:2000 @ A1 or 1:4000 @ A3











Notes:

A


B


C


500 100 200

SCALE 1:2000 (A1)

SCALE 1:4000 (A3)

METRES

100023397

North Somerset Council

D


E


F


G


H


AutoCAD SHX Text

AA

AutoCAD SHX Text

AA

AutoCAD SHX Text

BB

AutoCAD SHX Text

BB

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

AutoCAD SHX Text

DD

AutoCAD SHX Text

DD

AutoCAD SHX Text

EE

AutoCAD SHX Text

EE

AutoCAD SHX Text

FF

AutoCAD SHX Text

FF

AutoCAD SHX Text

GG

AutoCAD SHX Text

GG


AutoCAD SHX Text

Licence Number:

AutoCAD SHX Text

with the permission of the Controller of Her Majesty's Stationery Office, Crown copyright.

AutoCAD SHX Text

Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.

AutoCAD SHX Text

This map is reproduced from Ordnance Survey material by Halcrow on behalf of

AutoCAD SHX Text

R

AutoCAD SHX Text

C

AutoCAD SHX Text

DO NOT SCALE. This drawing is to be read in conjunction with all relevant Architects, Engineers and Specialist Manufacturer's drawings and specifications. If in doubt please consult the Engineer.

8311.25

Existing vegetation

Footway to tie into

existing levels Winterstoke Road

SECTION A

Existing railway

tracks

10.45

Fence

NOTES:

1. Refer to drawing 674946.BD.29.01-SK31

for section locations


(METROWEST PHASE 1)

WINTERSTOKE ROAD

CROSS SECTION

OHP 20/03/2019

ADL 25/03/2019

ADL 25/03/2019

674946.BD.29.01-SK33 A

1:100 @ A1 or 1:200 @ A3Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

Apprvd

Project


CH2M HILL

www.ch2m.com


Tel +44 (0)117 910 2580 Fax +44 (0)117 910 2581

:D

raw

ing file path &

nam

eU

:\P

rojects\674946 N

SC

- 2016 B

ristol F

ram

ew

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D.29.01 A

shton V

ale A

lternate A

ccess\90 A

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D.29.01-S

K33 R

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A


0 5 10

SCALE 1:100 (A1)

SCALE 1:200 (A3)

METRES


12.70

FGL 7.18

1

21

5.51

6.09

7x9300=65100

FGL 7.18

8.02

MJ

+0.00

EGL

5.98

Voided Box =31500

Open U-Trench=13400

Overall length (ramp ℄)=113002

Pile cap type 1 Pile cap type 1 Pile cap type 1 Pile cap type 1 Pile cap type 1

Existing ditch invert level. To be

replaced by new pipe culvert.

Abutment Pile Cap

3300x3700mm

Pile cap type 1

Continuous slab

500mm Thick

Existing 600mm diameter

culvert. Depth to be confirmed.

Bollard

Existing headwall

1225 mm culvert

Abutment wall

700mm thick

Pile cap type 2

Detail A

Bollard

Access hatch for

inspection

1350 1350

5000 5000 5000 5000 5000 5000 5000 5000

135013501350135013501350

PCJ

PCJ

PCJ PCJ

Storage chamber

for surface water

runoff

Proposed

manhole

Proposed

manhole

Runoff storage chamber = 13350

3000

2%

℄

50

U

psta

nd

Pedestrian parapet

integrated with

2000mm mesh screen

handrail at 1000mm

design to BS7818

1500 1500

2%

10mm anti-skid surfacing and

waterproofing

Cast in situ RC deck slab

250mm thick

Permanent formwork

Cross beam - S355J2W,

UB 254x146x43

10

00

40

0

-10.0 toe level (TBC)

34

10

Main girder -

S355J2W

UC

356x406x235

Fin plate -

S355J2W

bolted to the

main girder

Columns -

S355J2W UC

254x254x167

Cross bracing -

S355J2W

PFC 150x90x24

Base plate

S355J2W

3x1 Ø450mm

RC piles

RC Pile cap

Type 2

4000x1200mm

Shear studs omitted

for clarity

Precast edge girder

bolted(or similar) to the main

girder for temporary

conditions

15001500

RC Plinth at

column base

500500

25

00

Painted corrosion

protection at column

base

4000

12.70

Existing stone wall to

be partly demolished

(Position and levels

of existing wall TBC).

No additional load

will be introduced on

to the wall

6N backfill

Surfacing to tie in

with

existing footway

Type 6 expansion

joint to BD 33/94

Ø50 half round

drip detail

Proposed capping

beam

40

0

VA

RIE

S (4

09

0 m

axim

um

)

Varies

10

00

Ø1200

min 500


10mm anti-skid surfacing and

waterproofing

2%

℄

Cast in situ RC deck slab

250mm thick

50

U

psta

nd

Permanent formwork

Pedestrian parapet

integrated with

2000mm mesh screen

handrail at 1000mm

design to BS7818

1500 1500

Cross beam - S355J2W,

UB 254x146x43

2%

Varies, min 1000

Fin plate - S355J2W

bolted to the main girder

Columns - S355J2W

UC 254x254x167

Cross bracing - S355J2W

PFC 150x90x24

Base plate

S355J2W

RC Pile cap Type 1

2400x2400mm

2x2 Ø450mm RC

piles

Network Rail fenceBabcock fence

Precast edge girder

bolted(or similar) to the main

girder for temporary

conditions

25

00

1350

Painted corrosion

protection at column

base

RC Plinth at column

base

525525

Network rail drainage. Depth and

pipe diameter to be confirmed.

Varies, 1360 at pinch point

Concrete surround shown

indicatively

3711 to cess rail

DETAIL A

Scale 1:50

DEVELOPED ELEVATION VIEW A-A

Scale 1:200

TYPICAL SECTION B-B

Scale 1:25

TYPICAL CROSS SECTION C-C

Scale 1:25

B

B

C

C

D

D

E

E

0 1 32 4 5

SCALE 1:50 (A1)

SCALE 1:100 (A3)

METRES

0 0.5 1.51 2

SCALE 1:25 (A1)

SCALE 1:50 (A3)

METRES

20 4 86 10 20

SCALE 1:200 (A1)

SCALE 1:400 (A3)

METRES

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

Apprvd

Project


:D

ra

win

g file

p

ath

&

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am

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CH2M HILL

www.ch2m.com


Tel +44 (0)117 910 2580 Fax +44 (0)117 910 2581

NOTES:

1. All levels are in meters AOD unless stated

otherwise.

2. This drawing should not be scaled and only

written dimensions should be used

3. Drawing to be read in conjunction with drg.

674946.BD.29.01-SK34 and

674946.BD.29.01-SK36

A

Issue for DCO Application, drawing previously called

674946-CH2-SBR-AVAA-DR-CB-0017

FG ADL ADL 22/08/2019


(METROWEST PHASE 1)

ASHTON VALE RAMP

SHEET 1 OF 2

FG 04/17/2018

SW 04/17/2018

JM 04/17/2018

674946.BD.29.01-SK35

A

AS SHOWN AT A1


100

0

Ø1200

2%2%

22

85


℄1500 1500

500

Abutment pile cap

3300x3700mm

2x3 Ø450mm RC

piles

Abutment wall

700mm thick

Stub column-

S355J2W

UC 305x305x240

Main girder -

S355J2W

UC 356x406x235

Cross beam -

S355J2W,

UB 254x146x43

Holding down anchor

bolts with cradle

Fin plate - S355J2W

bolted to the stub column

Varies, min 1000mm

1800

25

0

750 750

500

Ø1200

2%

℄1500 1500

2%

Ramp Wall

250 mm Thick

Continuous slab

2700 wide,

500mm thick

2 x Ø450mm RC piles

5000mm spacing

1800

250

450 450

Varies, min 1000mm

50

0

Ø1200

Continuous slab

2700 wide,

500mm thick

2 x Ø450mm RC piles

5000mm spacing

1800450 450

2%

℄

2%Varies, min 1000mm

1500 1500

6N infill to U-through

250

Va

rie

s

500 250 500

TYPICAL CROSS SECTION E-E

Scale 1:25

TYPICAL CROSS SECTION D-D

Scale 1:25

0 0.5 1.51 2

SCALE 1:25 (A1)

SCALE 1:50 (A3)

METRES

TYPICAL CROSS SECTION F-F

Scale 1:25

Drawing Scale:

Drawing No.

Checked by:

Approved by:

Drawn by:

Drawing

Revision

Date:

Date:

Date:

Apprvd

Project


:D

ra

win

g file

p

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eU

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rk\6

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6.B

D.2

9.0

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D\9

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ev A

.d

wg

CH2M HILL

www.ch2m.com


Tel +44 (0)117 910 2580 Fax +44 (0)117 910 2581

NOTES:

1. All levels are in meters AOD unless stated

otherwise.

2. This drawing should not be scaled and only

written dimensions should be used

3. Drawing to be read in conjunction with drg.

674946.BD.29.01-SK34 and

674946.BD.29.01-SK35

A

Issue for DCO Application, drawing previously called

674946-CH2-SBR-AVAA-DR-CB-0023

FG ADL ADL 22/08/2019


(METROWEST PHASE 1)

ASHTON VALE RAMP

SHEET 2 OF 2

FG 04/17/2018

SW 04/17/2018

JM 04/17/2018

674946.BD.29.01-SK36

A

AS SHOWN AT A1


Documents

Portishead Branch Line (MetroWest Phase 1) · 1/2/2020 · Portishead Branch Line (MetroWest Phase 1) TR040011 . Applicant: North Somerset District Council . 2.36 - Cross Section