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

146+000

147+000

147+900

D

90.0m

90.0

m

90.0

m

90.0

m

90.0

m

90.0

m

90.0

m

90.0

m

90.0

m

90.0m

90.0

m

90.0

m

90.0

m

100.0

m

100.0

m

110.0

m

110.0m

110.0

m

110.0

m

110.0

m

110.0m

110.0m

110.0m

110.0m

110.0m

110.0m

110.0m

110.0

m

120.0m

120.0m

120.0

m

120.0

m

120.0

m

120.0m

120.0m

120.0

m

120.0m

120.0

m

130.0

m

130.0

m

130.0m

130.0m

130.0

m

130.0

m

130.0m

130.0m

A112/01/2015

NOR

Country North

NOR

C223-CSI-CV-DPP-030-000006-FPDCapita Symonds Ineco JV

Country North Design

PlanScale 1:10000

Civil

Bridge Profiles indicated at FRL to HS2 track

Note:

Overbridge

B4101 Waste Lane

COMMON

BALSALL

MARSH

BRADNOCK'S

RYTON END

BEECHWOOD

GREEN

BURTON

Retaining Structure

Burton Green

Main Line

Sheet 39

Chainage 146+700 to 147+900

Realignment

Footpath M198

Greenway

Kenilworth

Greenway

Access to Kenilworth

Auto-Transformer Feeder Station

Burton Green

Footpath M198

Realignment

Footpath M186

Footpath M182

Footpath M187

Footpath M186

and Kenilworth Greenway

Diverted Footpath M186

For

Continuation R

efer

To S

heet 38

For

Continuation R

efer

To S

heet 40

Footpath M187

Greenway and

Realigned Kenilworth

Overbridge

Accommodation

Footpath M186

1:10000

AHNOR

P01

P01

22/01/16

FINAL PRELIMINARY DESIGN

Final Preliminary Design

Issued for Condition B

10/10/15

AH

22/01/16

GW

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

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES Fit for AcceptanceScale H 1:10000 V 1:1000

Profile

80

90

100

110

120

130

140

150

80

90

100

110

120

130

140

150

HS2 Route Element

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=2450.0

Vertical Alignment R=56000.0

L=883.6

G=-0.32

%L=278.7

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 119.8

120.6

121.3

121.8

122.1

122.3

122.2

122.0

121.7

121.4

121.0

120.8

120.8

+1.0

+2.9

Cut and Fill -5.3

-5.5

-5.4

-5.4

-6.4

-7.8

-9.3

-10.4

-9.7

-6.7

-2.6

Design Speed: 400km/h

Retaining Structure

146-L2 Burton Green

Overbridge

147-S

4 B

4101 W

aste L

ane Ground Level

Overbridge

M186 A

cco

mm

odation

147-S

2 F

ootp

ath

HS2 Alignment

147-S

6 B

urton Gre

en A

TFS

147-L2 Waste Lane Embankment

Code 1

- Acc

epted