110.0

m

110.0

m

120.0m

120.0

m

120.0

m

130.0

m

130.0

m

140.0

m

140.0

m

140.0

m

140.0

m

150.0m

160.0m

160.0

m

170.0m

95+000

96+000

97+000

98+000

99+000

100+000

101+000

102+000

103+000

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

200.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

200.0

096-L1 Brackley South Cutting

Embankment

097-L1 Brackley

098-L1 Brackley North Cutting

Embankment

099-L1 Greatworth South

099-L2 Greatworth South Cutting

Embankment

101-L1 Greatworth NorthNorth Cutting

101-L2 Greatworth

Green Tunnel

102-L1 Greatworth

Embankment

095-L3 Helmdon

101-S

3 Gre

atw

orth A

TS

Chainage

96+000

96+100

96+200

96+300

96+400

96+500

96+600

96+700

96+800

96+900

97+000

97+100

97+200

97+300

97+400

97+500

97+600

97+700

97+800

97+900

98+000

98+100

98+200

98+300

98+400

98+500

98+600

98+700

98+800

98+900

99+000

99+100

99+200

99+300

99+400

99+500

99+600

99+700

99+800

99+900

100+000

100+100

100+200

100+300

100+400

100+500

100+600

100+700

100+800

100+900

101+000

101+100

101+200

101+300

101+400

101+500

101+600

101+700

101+800

101+900

102+000

102+100

102+200

102+300

102+400

Horizontal Alignment

L=3773.2

R=-8250.0L=375.0

L=5242.2

Vertical Alignment G=0.850%

L=962.5R=-56000.0

L=224.0

G=1.250%

L=1441.8

R=40000.0

L=300.0

G=0.500%

L=1946.8

R=56000.0

L=168.0

Existing Level 117.5

116.8

118.4

122.1

127.3

130.0

132.2

134.4

139.6

143.0

146.8

147.7

147.4

146.3

137.5

141.2

140.1

141.8

140.5

136.5

141.1

143.8

147.3

150.2

151.4

152.3

152.8

153.0

151.6

151.8

155.3

156.5

154.9

151.0

148.1

150.8

151.0

154.4

157.7

159.7

160.8

161.4

162.3

162.0

161.8

162.9

164.5

164.8

162.3

159.3

161.6

165.7

167.5

167.5

164.5

160.1

154.9

157.3

160.9

163.3

162.8

163.3

167.4

169.3

170.4

Proposed Level 118.7

119.5

120.4

121.2

122.1

122.9

123.9

125.1

126.4

127.6

128.9

130.1

131.4

132.6

133.9

135.1

136.4

137.6

138.9

140.1

141.4

142.6

143.8

144.8

145.5

146.0

146.5

147.0

147.5

148.0

148.5

149.0

149.5

150.0

150.5

151.0

151.5

152.0

152.5

153.0

153.5

154.0

154.5

155.0

155.5

155.9

156.1

156.3

156.5

156.7

156.9

157.1

157.3

157.5

157.7

157.9

158.1

+1.2

+2.7

+2.0

+3.6

+0.3

+2.4

+0.2

+0.5

+3.2

Cut and Fill -0.9

-5.2

-7.1

-8.3

-9.3

-13.2

-15.4

-17.9

-17.6

-16.0

-13.7

-3.6

-6.1

-3.7

-4.2

-1.6

-1.2

-3.5

-5.4

-5.9

-6.3

-6.3

-6.0

-4.1

-3.8

-6.8

-7.5

-5.4

-1.0

-2.4

-5.2

-6.7

-7.3

-7.4

-7.8

-7.0

-6.3

-7.0

-8.4

-8.5

-5.8

-2.6

-4.7

-8.6

-10.2

-10.0

-6.8

-2.2

400km/h360km/h

097-S

4 Bra

ckle

y C

ulvert

099-S

1 H

elm

don C

ulvert

Route Element ID

Design Speed

Chainage

96+000

96+100

96+200

96+300

96+400

96+500

96+600

96+700

96+800

96+900

97+000

97+100

97+200

97+300

97+400

97+500

97+600

97+700

97+800

97+900

98+000

98+100

98+200

98+300

98+400

98+500

98+600

98+700

98+800

98+900

99+000

99+100

99+200

99+300

99+400

99+500

99+600

99+700

99+800

99+900

100+000

100+100

100+200

100+300

100+400

100+500

100+600

100+700

100+800

100+900

101+000

101+100

101+200

101+300

101+400

101+500

101+600

101+700

101+800

101+900

102+000

102+100

102+200

102+300

102+400

Horizontal Alignment

L=3773.2

R=-8250.0L=375.0

L=5242.2

Vertical Alignment G=0.850%

L=962.5R=-56000.0

L=224.0

G=1.250%

L=1441.8

R=40000.0

L=300.0

G=0.500%

L=1946.8

R=56000.0

L=168.0

G=0.200%

L=1833.1

R=40000.0

L=280.0

Existing Level 157.3

160.9

163.3

162.8

163.3

167.4

169.3

170.4

Proposed Level 118.7

119.5

120.4

121.2

122.1

122.9

123.9

125.1

126.4

127.6

128.9

130.1

131.4

132.6

133.9

135.1

136.4

137.6

138.9

140.1

141.4

142.6

143.8

144.8

145.5

146.0

146.5

147.0

147.5

148.0

148.5

149.0

149.5

150.0

150.5

151.0

151.5

152.0

152.5

153.0

153.5

154.0

154.5

155.0

155.5

155.9

156.1

156.3

156.5

156.7

156.9

157.1

157.3

157.5

157.7

157.9

158.1

158.3

158.5

158.7

158.9

159.1

159.3

159.5

159.7

+1.0

Cut and Fill -2.4

-4.6

-3.9

-4.2

-8.1

-9.8

-10.7

400km/h360km/h Design Speed

096-S

3 W

hitfield A

TS

096-S

2 A

43 O

xford R

oad O

verbridge

Acco

mm

odation O

verbridge

097-S

1 Bridle

way A

X16

098-S

1 R

adsto

ne R

oad O

verbridge

Acco

mm

odation O

verbridge

098-S

3 Bridle

way A

X18

O

verbridge

Acco

mm

odation

099-S

2 F

ootp

ath A

N22

Overbridge

Acco

mm

odation

100-S

1 Bridle

way A

N37

Dro

p Inlet

Culvert

100-S

4 Gre

atw

orth Dry V

alley

O

verbridge

Acco

mm

odation

101-S

1 Bridle

way A

N14

C

ulvert

101-S

2 Gre

ath

worth H

all

Realign

ment

102-S

2 H

elm

don R

oad

097-S

3 F

ootp

ath A

X15 Gre

en O

verbridge

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES Scale H 1:10000 V 1:1000

Profile

Scale 1:10000

Plan

BRACKLEY

GREATWORTH

RADSTONE

HS2 Alignment

26/02/2016

TB

Civil

Atkins

Main Line

C222-ATK-CV-DPP-020-000012-FPD

A1AS SHOWN

Country South Country South Design

For

Continuation R

efer

To S

heet 30

For

Continuation R

efer

To S

heet 32

Chainage 96+000 to 102+400

Sheet 31

HMG

25/02/16

FINAL PRELIMINARY DESIGN

P01

P01

For Acceptance

AARRP

26/02/16

AAR

26/02/16

RP

Fit for Acceptance

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

Overbridge

Accommodation

Bridleway AX16

Overbridge

A43 Oxford Road

Station

Auto-transformer

Whitfield

Tunnel

Greatworth Green

Overbridge

Accommodation

Bridleway AN14

Realignment

Helmdon Road

Overbridge

Accommodation

Bridleway AN37Overbridge

Accommodation

Footpath AN22

Overbridge

Accommodation

Bridleway AX18

Overbridge

Radstone Road

B4525 Welsh Road

Road

A43 Oxford

Station

Auto-transformer

Greatworth

Green Overbridge

Footpath AX15

Code 1

- Acc

epted