90.0m

90.0

m

90.0m

90.0m

90.0m

90.0m

90.0

m

100.0m

100.0

m

100.0

m

100.0m

100.0m

100.0

m

65

70

75

80

85

90

95

100100

65

70

75

80

85

90

95

100100

Route Element ID

Chainage

170+600

170+650

170+700

170+750

170+800

170+850

170+900

170+950

171+000

171+050

171+100

171+150

171+200

171+250

171+300

171+350

171+400

171+450

171+500

171+550

171+600

171+650

171+700

171+750

171+800

171+850

171+900

171+950

172+000

172+050

172+100

172+150

172+200

172+250

172+300

172+350

172+400

Horizontal Alignment L=1004.7

L=215.0R=-1655.0

L=1360.3

Vertical Alignment L=1582.2

G=2.02%

L=285.3

R=11325.0

L=247.4

G=-0.50%

L=249.1

R=-11325.0

Existing Level 88.6

88.8

89.5

88.4

89.5

89.3

89.1

88.8

88.9

88.8

88.9

88.9

89.3

90.1

91.3

91.5

92.0

91.2

91.2

91.4

91.7

91.9

91.9

91.9

91.9

92.2

92.0

92.2

92.2

Proposed Level 68.4

69.4

70.4

71.4

72.4

73.4

74.5

75.5

76.5

77.5

78.5

79.5

80.5

81.5

82.5

83.5

84.6

85.6

86.6

87.6

88.6

89.6

90.6

91.5

92.3

92.7

93.0

93.1

92.9

92.6

92.4

92.1

91.9

91.6

91.5

91.7

92.0

+0.4

+0.5

+1.0

+0.9

+0.7

Cut and Fill -20.2

-19.4

-19.1

-17.0

-17.1

-15.9

-14.6

-13.3

-12.4

-11.3

-10.4

-9.4

-8.8

-8.6

-8.8

-8.0

-7.4

-5.6

-4.6

-3.8

-3.1

-2.3

-1.3

-0.4

-0.3

Design Speed 230km/h180km/h

Route Element ID

Chainage

170+600

170+650

170+700

170+750

170+800

170+850

170+900

170+950

171+000

171+050

171+100

171+150

171+200

171+250

171+300

171+350

171+400

171+450

171+500

171+550

171+600

171+650

171+700

171+750

171+800

171+850

171+900

171+950

172+000

172+050

172+100

172+150

172+200

172+250

172+300

172+350

172+400

Horizontal Alignment L=1004.7

L=215.0R=-1655.0

L=1360.3

Vertical Alignment L=1582.2

G=2.02%

L=285.3

R=11325.0

L=247.4

G=-0.50%

L=249.1

R=-11325.0

Existing Level 92.4

92.7

93.5

92.6

94.0

92.2

91.9

Proposed Level 68.4

69.4

70.4

71.4

72.4

73.4

74.5

75.5

76.5

77.5

78.5

79.5

80.5

81.5

82.5

83.5

84.6

85.6

86.6

87.6

88.6

89.6

90.6

91.5

92.3

92.7

93.0

93.1

92.9

92.6

92.4

92.1

91.9

91.6

91.5

91.7

92.0

+0.1

Cut and Fill -23.3

-0.6

-1.6

-1.0

-2.5

-0.5

Design Speed 230km/h180km/h

92.3

171+000

172+000

Drawn Checked Approved

Drawing No.

Date Scale Size

Rev.

DrawnRev Description

Project/Contract

Discipline/Function

Zone

Creator/Originator

Legends/Notes:

Drawing Title

Design Stage

London, SW1E 5DU

Bressenden Place,

Eland House,

Registered office:

Registration No. 06791686

Registered in England

HS2 Security Classification

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 2013 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 2013. 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

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

A104/04/2013

AJT

JDS

C224-ARP-CV-DPP-040-227100

AS SHOWN

West Midlands Metropolitan

Ove Arup & Partners International Ltd

Birmingham Metropolitan Area Design

Fit for hybrid bill submission

ProfileScale H 1:2500 V 1:500

Civil

0 50 25010020

@ 1:2500METRES

Washwood H

eath Bro

ok

Scale 1:2500HS2 flood wall and retaining wall on north side

Washwood Heath Brook diversion

shed

Maintenance

Chartist R

oad

Bennets R

oad

Arle

y Roa

d

Heartlands Parkway

River T

ame

Stetchford and Asto

n Line (S

AS)

M6

Heartlands Parkway

Aston Church R

oad

Heartlands Park

way

Churc

h O

verbridge

B-1

72-S

2 A

sto

n

Heath R

ail O

verbridge

B-1

72-S

1 W

ash

wood

HS2 flood wall on South side

Top of rail level= 93.00 mAOD

Washwood Heath Depot

JJPBPW

11/11/13 11/11/1311/11/13

PWGLWP05

Track 1

Depot Reception

Condition B. Code 1.

hybrid bill submission

27/09/13 27/09/1327/09/13

PWRHGP04

Cleaners store and plant room

and depot control room

and train crew facilities

Offices, training, cleaners

B-172-L1 Saltley Retained Fill B-170-L4 Washwood Heath Retained Cut

plant room

Wheel lathe and

22/08/13 22/08/1328/08/13

KABAJTP03

0 105 5020

@ 1:500METRES

Rail Overbridge

Washwood Heath

Road Overbridge

Aston Church

A47 Heartlands closure

Private access road from

Sheet 6 of 8

Birmingham Spur

Chainage 170+600 to 172+400

watercourse

water sewer to outfall to

Existing STW surface

Birmingham and Derby Line

18/06/13 18/06/1319/06/13

PWPN

Fit for hybrid bill submission

P02

Condition B. Code 1.

Issued for Condition B2 IPD

JJPB

Top of rail level through depot = 93.0m AOD

Fit for hybrid bill submission

Condition B. Code 1.

JJPBIssued for Condition B1 IPD

ST

JJPB

INTERNAL

P06

P06

25/11/13 25/11/13 25/11/13

PW PC

For

Continuation R

efer to Dra

wing C

224-A

RP-C

V-D

GA-0

40-2

26900

control centre

Network

Carriage wash

station

auto-transformer

Bromford

station

Depot switching sewerCSO & 1.2m dia combinedDiverted STW 425mm dia

Water tanks

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27300

Washwood Heath portal (retained cutting)

Retaining wall between HS2 and reception tracks

Minimum level of HS2 flood walls

Derby Line

to Birmingham and

Network Rail Access

pumping station

HS2 emergency

room

and plant

Storage

Existing Washwood Heath sidings

access to depot

emergency

Pedestrian and

Aston Line

to Stetchford and

Network Rail access

Plan

1723