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80 90 100 110 120 130 140 150 160 170 180 80 90 100 110 120 130 140 150 160 170 180 Chainage 146 + 700 146 + 800 146 + 900 147 + 000 147 + 100 147 + 200 147 + 300 147 + 400 147 + 500 147 + 600 147 + 700 147 + 800 147 + 900 Horizontal Alignment L=2157.9 Vertical Alignment G = 0 . 37 % L = 1415 . 3 R=56000.0 L=224.0 Existing Level 125 . 1 126 . 1 126 . 7 127 . 2 128 . 5 130 . 1 131 . 5 132 . 4 131 . 4 128 . 1 123 . 6 119 . 8 117 . 9 Proposed Level 117 . 4 117 . 7 118 . 1 118 . 5 118 . 8 119 . 2 119 . 6 120 . 0 120 . 3 120 . 7 121 . 1 121 . 4 121 . 5 + 1 . 6 + 3 . 6 Cut and Fill - 7 . 7 - 8 . 4 - 8 . 6 - 8 . 7 - 9 . 7 - 10 . 9 - 11 . 9 - 12 . 4 - 11 . 1 - 7 . 4 - 2 . 5 Design Speed: 400km/h Route Element ID Ov e r b r i dg e 147 - S4 B4101 W a s t e L a n e M 186 Ov e r b r i dg e 147 - S2 F oo t p a t h 147 - S6 Bu r t on Gr ee n AT FS Ground Level HS2 Alignment Interface Boundary (147+900) C223/C224 Contract and 147-L2 Waste lane Embankment 146-L2 Burton Green Retaining Structure Lane Cutting 147-L1 Waste W169 W169 W182 W18 2 W182( 35) W1 8 2( 3 5 ) M187 M187 M187 M187 M186 M186 M184 M184 M198 M198 M198 14 6 + 0 00 14 7 + 0 00 147 + 900 1 1 0 . 0 m 110. 0m 110. 0m 110. 0m 120 . 0 m 120. 0m 120. 0m 120 . 0 m 120 . 0 m 1 2 0 . 0 m 120. 0m 120. 0m 120. 0m 120 . 0 m 120. 0m 120.0m 1 2 0 . 0 m 120. 0m 120. 0m 130. 0m 1 30 . 0 m 1 3 0 . 0 m 130. 0m 130. 0m 130. 0m 130.0m 130. 0m 130. 0m 13 0 . 0 m 1 30 . 0 m 130. 0m 13 0 . 0 m 130.0m 130. 0m 130. 0m 130. 0m 130. 0m 130. 0m 130. 0m 130.0m 130. 0m 130. 0m 130. 0m 130.0m 1 3 0 . 0 m 130. 0m 130. 0m 1. For Drawing List and Legend refer to C223-CSI-CV-DSC-030-000001 2. Refer to Drawing No. C223-CSI-CV-DGA-030-100000 for Key Plan Locations A1 11/03/2013 NOR Country North NOR C223-CSI-CV-DPP-030-000006 AS SHOWN Capita Symonds Ineco JV Country North Design Plan Scale 1:10000 Civil X Profile Scale H 1:10000 V 1:1000 Bridge Profiles indicated at FRL to HS2 track Note: Plan of Route Country North and hs2 Main Line Longitudinal Profile - Chainage 146+700 to 147+900 PD PD Sheet 06 of 19 11/03/13 11/03/13 27/03/13 PD NOR PD P04 31/01/13 31/01/13 31/01/13 JT AG PR P03 Overbridge B4101 Waste Lane Electricity Feeder Station Footpath M186 Footbridge Retaining Wall Burton Green 04/12/12 04/12/12 04/12/12 PR AG JT P02 Initial Condition B4 Balsall Line Kenilworth to Dismantled 20/11/12 20/11/12 22/11/12 JT NOR JT Initial Condition B1 P01 Revised Initial Condition B1A Initial Condition B3 B4 Initial Preliminary Design F o r Co n t i nu a ti on Re f e r T o C2 2 3 - CS I- CV- DP P - 0 30 - 0 00 005 C223 / C224 CONT RACT AND I NTE RF ACE B OUNDARY ( c h . 147 + 900 ) COMMON BALSALL MARSH BRADNOCK'S RYTON END BEECHWOOD GREEN BURTON Autotransformer Station Burton Green Initial Condition A 19/04/13 19/04/13 GW PD 19/04/13 INTERNAL P05 P05 Drawn Checked Approved Drawing No. Date Scale Size Rev. Drawn Rev 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 App Con App Checked 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 2012 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 2012. 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 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES DRAFT

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80

90

100

110

120

130

140

150

160

170

180

80

90

100

110

120

130

140

150

160

170

180

Chainage

146+700

146+800

146+900

147+000

147+100

147+200

147+300

147+400

147+500

147+600

147+700

147+800

147+900

Horizontal Alignment L=2157.9

Vertical Alignment G=0.37%

L=1415.3

R=56000.0

L=224.0

Existing Level 125.1

126.1

126.7

127.2

128.5

130.1

131.5

132.4

131.4

128.1

123.6

119.8

117.9

Proposed Level 117.4

117.7

118.1

118.5

118.8

119.2

119.6

120.0

120.3

120.7

121.1

121.4

121.5

+1.6

+3.6

Cut and Fill -7.7

-8.4

-8.6

-8.7

-9.7

-10.9

-11.9

-12.4

-11.1

-7.4

-2.5

Design Speed: 400km/h

Route Element ID

Overbridge

147-S

4 B

4101 W

aste

Lane

M186 O

verbridge

147-S

2 F

ootp

ath

147-S

6 B

urton Gre

en A

TFS

Ground Level

HS2 AlignmentInterface Boundary (147+900)

C223/C224 Contract and

147-L2 Waste lane Embankment

146-L2 Burton Green Retaining Structure

Lane Cutting

147-L1 Waste

W16

9

W169

W18

2W18

2

W182 (35)

W18

2 (35)

M187

M187

M187

M187

M186

M186

M184

M184

M198

M198

M19

8

146+000

147+000

147+900

110.0m

110.0

m

110.0

m

110.0

m

120.0m

120.0

m

120.0

m

120.0m

120.0m

120.0m

120.0m

120.0

m

120.0m

120.0m

120.0

m

120.0m

120.0m

120.0

m

120.0

m

130.0

m

130.0m

130.0m

130.0

m

130.0m

130.0

m

130.0m

130.0

m

130.0

m

130.0m

130.0m

130.0

m

130.0m

130.0m

130.0

m

130.0

m

130.0

m

130.0

m

130.0m

130.0m 130.0m

130.0

m

130.0

m

130.0

m

130.0m

130.0m

130.0

m

130.0

m

1. For Drawing List and Legend refer to C223-CSI-CV-DSC-030-000001

2. Refer to Drawing No. C223-CSI-CV-DGA-030-100000 for Key Plan Locations

A111/03/2013

NOR

Country North

NOR

C223-CSI-CV-DPP-030-000006

AS SHOWNCapita Symonds Ineco JV

Country North Design

PlanScale 1:10000

Civil

X

ProfileScale H 1:10000 V 1:1000

Bridge Profiles indicated at FRL to HS2 track

Note:

Plan of Route Country North and hs2 Main Line

Longitudinal Profile - Chainage 146+700 to 147+900

PDPD

Sheet 06 of 19

11/03/13 11/03/1327/03/13

PDNOR PDP04

31/01/13 31/01/1331/01/13

JTAG PRP03

Overbridge

B4101 Waste Lane

Electricity Feeder Station

Footpath M186 Footbridge

Retaining Wall

Burton Green

04/12/12 04/12/1204/12/12

PRAG JTP02

Initial Condition B4

Balsall Line

Kenilworth to

Dismantled

20/11/12 20/11/1222/11/12

JTNOR JTInitial Condition B1P01

Revised Initial Condition B1A

Initial Condition B3

B4 Initial Preliminary Design

For

Continuation R

efer

To C

223-C

SI-

CV-D

PP-0

30-0

00005

C223 / C

224 C

ON

TR

AC

T A

ND I

NT

ER

FA

CE B

OU

ND

AR

Y (ch.1

47+900)

COMMON

BALSALL

MARSH

BRADNOCK'S

RYTON END

BEECHWOOD

GREEN

BURTON

Autotransformer Station

Burton Green

Initial Condition A

19/04/13 19/04/13

GW PD

19/04/13

INTERNAL P05

P05

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 2012 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 2012. 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

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES DRAFT