90.0m

90.0m

90.0

m

90.0m

169+000

170+000

45

50

55

60

65

70

75

80

85

90

95

100100

45

50

55

60

65

70

75

80

85

90

95

100100

Route Element ID

Chainage

168+800

168+850

168+900

168+950

169+000

169+050

169+100

169+150

169+200

169+250

169+300

169+350

169+400

169+450

169+500

169+550

169+600

169+650

169+700

169+750

169+800

169+850

169+900

169+950

170+000

170+050

170+100

170+150

170+200

170+250

170+300

170+350

170+400

170+450

170+500

170+550

170+600

Horizontal Alignment L=1285.5

L=110.0R=-7000.0

L=161.8

L=110.0L=257.4

L=180.0R=4000.0

L=160.5L=180.0

L=1004.7

Vertical Alignment L=1091.4

G=0.50%

L=372.7

R=-24525.2

L=1582.2

G=2.02%

Existing Level 82.8

84.0

86.2

85.1

82.9

85.1

Proposed Level 49.3

49.6

49.8

50.1

50.3

50.6

50.8

51.1

51.3

51.6

51.8

52.1

52.3

52.6

52.8

53.1

53.3

53.6

53.8

54.1

54.4

54.8

55.3

55.9

56.6

57.4

58.3

59.3

60.3

61.3

62.3

63.3

64.4

65.4

66.4

67.4

68.4

Cut and Fill -33.5

-34.4

-36.4

-35.0

-32.6

-34.5

Design Speed 230km/h

Route Element ID

Chainage

168+800

168+850

168+900

168+950

169+000

169+050

169+100

169+150

169+200

169+250

169+300

169+350

169+400

169+450

169+500

169+550

169+600

169+650

169+700

169+750

169+800

169+850

169+900

169+950

170+000

170+050

170+100

170+150

170+200

170+250

170+300

170+350

170+400

170+450

170+500

170+550

170+600

Horizontal Alignment L=1285.5

L=110.0R=-7000.0

L=161.8

L=110.0L=257.4

L=180.0R=4000.0

L=160.5L=180.0

L=1004.7

Vertical Alignment L=1091.4

G=0.50%

L=372.7

R=-24525.2

L=1582.2

G=2.02%

Existing Level 85.2

85.5

83.4

83.2

83.4

83.4

83.7

83.5

83.2

83.7

86.1

84.2

83.8

83.7

83.9

84.2

85.0

85.3

85.5

85.6

81.7

87.8

88.2

88.0

87.9

89.2

90.3

89.5

84.4

89.4

88.6

Proposed Level 49.3

49.6

49.8

50.1

50.3

50.6

50.8

51.1

51.3

51.6

51.8

52.1

52.3

52.6

52.8

53.1

53.3

53.6

53.8

54.1

54.4

54.8

55.3

55.9

56.6

57.4

58.3

59.3

60.3

61.3

62.3

63.3

64.4

65.4

66.4

67.4

68.4

Cut and Fill -55.8

-34.4

-34.4

-32.1

-31.6

-31.6

-31.3

-31.4

-30.9

-30.4

-30.6

-32.8

-30.6

-30.0

-29.6

-29.5

-29.4

-29.7

-29.4

-28.9

-28.2

-23.4

-28.5

-27.9

-26.7

-25.6

-25.9

-25.9

-24.1

-18.0

-22.0

-20.2

Design Speed 230km/h

stopped up

Drive to be

Existing WolseleyGatehouse

West Portal

Bromford Tunnel

auto-transformer station

Bromford

Wolseley Drive

Bromf

ord D

rive

Chillinghome Road

M6A47 Fort Parkway

River

Tame

Plan

Birmingham and Derby Line

Existing M6 Viaduct

Bromford Tunnel

Drawn Checked Approved

Drawing No.

Date Scale Size

Rev.

DrawnRev Description

Project/Contract

Discipline/Function

Zone

Creator/Originator

Legends/Notes:

Drawing Title

Design Stage

HS2 AppCon AppChecked

Scale with caution as distortion can occur.

may be used for legal or other official purposes.

Only an official copy of a title plan or register obtained from the Land Registry

sold or published without the formal permission of Land Registry.

This material was last updated on 2015 and may not be copied, distributed,

Registry under delegated authority from the Controller of HMSO.

© Crown Copyright material is reproduced with the permission of Land

Ordnance Survey Licence number 100049190

© Crown Copyright and database right 2015. All rights reserved.

or if it is issued in part or issued incompletely in any way.

the reproduction of this document after alteration, amendment or abbreviation

HS2 accepts no responsibility for any circumstances which arise from

London, E14 5AB

One Canada Square,

Registered office:

Registration No. 06791686

Registered in England

Tunnel portalDitches - new

Tunnels external extentWoodland habitat creation

Wetland habitat creation

Grassland habitat creation

Ecological mitigation pond

HS2 Access road

Watercourse diversion

Electricity substation

Balancing pond

Noise fence barrier

Replacement floodplain storage

Land drainage area (scrub / woodland)

Landscape mitigation planting Main utility works

County boundary

Borough / District boundary

Community forum boundary

Rail alignment

Rail alignment formation

Landscape earthworks

Engineering earthworks

10+000

Stopped-up PRoW

Hedgerow habitat creation

Grassed areas

Sustainable placement

Public realm

(PRoW)

Existing public right of way

PRoW

New, diverted or realigned (e.g. 10+000)

Chainage

Existing watercourseor portal building

Depot, station, headhouse

development use

Returned to suitable

A128/09/2015

GLW

AS SHOWN

West Midlands Metropolitan

Ove Arup & Partners International Ltd

Birmingham Metropolitan Area Design

ProfileScale H 1:2500 V 1:500

Civil

0 50 25010020

@ 1:2500METRES

Tame

River

Bro

mford L

ane

Tame

River

B-168-L7 Bromford Tunnel

Scale 1:2500

B-170-L3 Bromford Tunnel West Portal

Sheet 5 of 8

Chainage 168+800 to 170+600

B-170-L4 Washwood Heath Retained Cut

0 105 5020

@ 1:500METRES

Birmingham Spur

Rescue Area

Emergency

retained

over River Tame to be

Existing bridge structure

C224-ARP-CV-DPP-040-227300-FPD

Fit for Acceptance

CMLPW

FINAL PRELIMINARY DESIGN

Final Preliminary Design GLW

River bed strengthening slab

Porous Portal Structure

Porous Portal Structure

for FPD 12/11/15 12/11/1512/11/15

PWGLWP01

Baseline AP4 copied and renumbered CML

Fit for Acceptance

06/05/16 06/05/16

SG PCP02

P02

06/05/16

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27500-F

PD

Cut

Retained

cover

Cut and

Tunnel

Twin Bored

headhouse

Tunnel portal and

Bromford Central

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27100-F

PD

Code 1

- Acc

epted