1
N 3000 7300 7300 3000 To Doncaster To Hatfield Proposed carriageway Existing pad foundation (indicative) Existing buttress (indicative) Proposed carriageway Proposed kerbline Proposed kerbline Proposed footpath boundary Proposed footpath boundary Existing masonry wingwall Permanent sheet pile wall Pile cap Bored pile Pre-cast RC abutment wall Masonry facing RC wingwall (if required) RC abutment wall Masonry facing Pile cap Bored pile A A Proposed bridge deck, bearing and cill beam arrangement Provision for second bridge deck Platapus Anchors (if required) Existing Rails Provision for second line In-situ concrete stitch B B C C D D Bored pile (if required) Vehicle impact protection beam (indicative) NA SA Bearings Existing rail level = 15.023 Top of composite deck level Top of girder Soffit of bridge deck = 14.190 Existing rail level = 15.023 Existing north west abutment (indicative) Existing south east abutment (indicative) 5075 3015 (Skew) 7385 (Skew) 7385 (Skew) 3015 (Skew) 22040 (Skew) Concrete finish to have vertical grooves 3000 (Square) 7300 (Square) 7300 (Square) 3000 (Square) 9380 8509 27481 12228 10400 Existing rail level Existing rail level 9380 12583 20647 14322 9380 7418 Section B-B Scale: 1:25 733 Network rail standard walkway 1435 Varies min 780 Varies min 780 1435 Varies min 780 Varies min 780 250 200 368 1650 Lower sector structure gauge Standard Network Rail u-deck Existing rail level Existing rail level 833 min construction depth. From rail to deck soffit (15mm waterproofing assumed) Second u-deck to be installed for future demand when required. 5580 Walkway to be removed prior to installation of second U deck. A1 A 9 B C D E F G H I J K L M N O P Job No Drawing Status Discipline Scale at A1 Drawing No Issue Drawing Title Issue Date By Chkd Appd Job Title Client 10 8 7 6 5 4 2 1 3 Do not scale © Arup TRB-DR-CB-001 P01 264989-00 1:200 1:100 1:50 For Information BKS/66 Thorne Road Underbridge Proposed General Arrangement Admiral House, Rose Wharf, 78 East Street, Leeds, LS9 8EE Tel +44(0)113 242 8498 Fax +44(0)113 242 8573 www.arup.com Notes: 1. All dimensions are in millimeters unless noted otherwise 2. All levels are in meters AOD Key Plan Scale: NTS N BKS/66 Thorne Road Underbridge A18 Plan on proposed structure Scale: 1:200 Section A-A Scale: 1:100 Elevation B-B on North Abutment Scale: 1:100 Elevation C-C on South Abutment Scale: 1:100 Section D-D Scale: 1:50 Created using CADplot http://www.oasys-software.com/cadplot/

Existing rail level Existing rail level...C C D D Bored pile (if required) Vehicle impact protection beam (indicative) NA SA Bearings Existing rail level = 15.023 Top of composite

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Page 1: Existing rail level Existing rail level...C C D D Bored pile (if required) Vehicle impact protection beam (indicative) NA SA Bearings Existing rail level = 15.023 Top of composite

N

3

0

0

0

7

3

0

0

7

3

0

0

3

0

0

0

T

o

D

o

n

c

a

s

t

e

r

T

o

H

a

t

f

i

e

l

d

Proposed

carriageway

Existing pad foundation (indicative)

Existing buttress (indicative)

Proposed

carriageway

Proposed

kerbline

Proposed

kerbline

Proposed

footpath

boundary

Proposed

footpath

boundary

Existing

masonry

wingwall

Permanent

sheet pile wall

Pile cap

Bored pile

Pre-cast RC

abutment wall

Masonry

facing

RC wingwall (if

required)

RC abutment wall

Masonry facing

Pile cap

Bored p

ile

A

A

Proposed bridge

deck, bearing and

cill beam

arrangement

Provision for second

bridge deck

Platapus Anchors

(if required)

Existing Rails

Provision for

second line

In-situ concrete

stitch

B

B

C

C

D

D

Bored pile (if

required)

Vehicle impact

protection beam

(indicative)

NA SA

Bearings

Existing rail level = 15.023

Top of composite

deck level

Top of girder

Soffit of bridge deck = 14.190

Existing rail level = 15.023

Existing north

west abutment

(indicative)

Existing south east

abutment (indicative)

5075

3015

(Skew)

7385

(Skew)

7385

(Skew)

3015

(Skew)

22040 (Skew)

Concrete finish to have

vertical grooves

3000 (Square)

7300 (Square) 7300 (Square)

3000 (Square)

9380

8509

27481

12228

10400

Existing rail levelExisting rail level

9380

12583

20647

14322

9380

7418

Section B-B

Scale: 1:25

733

Network rail

standard walkway

1435 Varies

min 780

Varies

min 780

1435 Varies

min 780

Varies

min 780

25

02

00

36

8

16

50

Lower sector

structure gauge

Standard Network

Rail u-deck

Existing rail level Existing rail level

83

3 m

in

co

nstru

ctio

n d

ep

th

.

Fro

m ra

il to

d

eck so

ffit

(1

5m

m w

ate

rp

ro

ofin

g a

ssu

me

d)

Second u-deck to be installed for

future demand when required.

5580

Walkway to be removed

prior to installation of

second U deck.

A1 A

9

B C D E F G H I J K L M N O P

Job No

Drawing Status

Discipline

Scale at A1

Drawing No Issue

Drawing Title

Issue Date By Chkd Appd

Job TitleClient

10

8

7

6

5

4

2

1

3

Do not scale © Arup

TRB-DR-CB-001 P01264989-00

1:200 1:100 1:50

For Information

BKS/66 Thorne Road Underbridge

Proposed General Arrangement

Admiral House, Rose Wharf,

78 East Street, Leeds, LS9 8EE

Tel +44(0)113 242 8498 Fax +44(0)113 242 8573

www.arup.com

Notes:

1. All dimensions are in millimeters unless noted otherwise

2. All levels are in meters AOD

Key Plan

Scale: NTS

N

BKS/66

Thorne Road

UnderbridgeA18

Plan on proposed structure

Scale: 1:200

Section A-A

Scale: 1:100

Elevation B-B on North Abutment

Scale: 1:100

Elevation C-C on South Abutment

Scale: 1:100

Section D-D

Scale: 1:50

Created using CADplot http://www.oasys-software.com/cadplot/