Fit for Acceptance · C223-CSI-CV-DPP-030-000005-FPD Created Date: 4/15/2016 12:48:50 PM ...

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HS2 Route Element

140-L1 Glasshouse Wood Cutting142-L3 Canley Brook Retaining Wall143-L2 Roughknowles Wood Cutting144-L1 Broadwells Wood Embankment

Cutting

144-L2 Bockenden

CuttingKenilworth

141-L2

146-L1 Burton Green Tunnel

Chainage

140+300

140+400

140+500

140+600

140+700

140+800

140+900

141+000

141+100

141+200

141+300

141+400

141+500

141+600

141+700

141+800

141+900

142+000

142+100

142+200

142+300

142+400

142+500

142+600

142+700

142+800

142+900

143+000

143+100

143+200

143+300

143+400

143+500

143+600

143+700

143+800

143+900

144+000

144+100

144+200

144+300

144+400

144+500

144+600

144+700

144+800

144+900

145+000

145+100

145+200

145+300

145+400

145+500

145+600

145+700

145+800

145+900

146+000

146+100

146+200

146+300

146+400

146+500

146+600

146+700

Horizontal Alignment

L=350.0L=2537.5

R=-8220.0L=350.0

L=547.7L=350.0

L=1167.1

R=8220.0L=350.0L=2450.0

Vertical Alignment G=0.94%

L=1262.3R=56000.0

L=273.1G=0.45%

L=278.2R=56000.0

L=577.3

G=-0.58

%L=314.

9

R=-56000.0

L=1030.8

G=1.26%

L=3575.0

R=56000.0

L=883.6

Existing Level 71.0

72.5

74.5

77.1

78.3

80.1

82.4

85.3

83.4

77.6

70.2

65.9

74.9

78.3

77.0

75.3

73.3

72.7

74.4

77.5

79.3

79.0

75.7

69.3

71.4

75.7

76.8

79.1

82.1

83.0

82.2

80.4

77.3

79.6

86.2

93.0

95.1

97.5

99.2

96.5

94.4

91.5

89.4

92.3

92.3

91.4

90.5

90.2

93.0

95.3

98.2

101.2

104.0

107.9

111.4

114.0

114.5

111.6

117.1

119.5

124.9

126.2

126.2

125.2

125.1

Proposed Level 66.7

67.7

68.6

69.4

70.0

70.5

70.9

71.4

71.8

72.0

72.0

71.9

71.6

71.1

70.5

69.9

69.4

68.9

68.5

68.3

68.4

68.6

68.9

69.5

70.2

71.1

72.2

73.5

74.7

76.0

77.2

78.5

79.8

81.0

82.3

83.5

84.8

86.1

87.3

88.6

89.8

91.1

92.4

93.6

94.9

96.1

97.4

98.7

99.9

101.2

102.4

103.7

105.0

106.2

107.5

108.7

110.0

111.3

112.5

113.8

115.0

116.3

117.6

118.8

119.8

+1.8

+6.0

+0.2

+2.5

+1.4

+3.0

+1.3

+2.6

+4.7

+6.9

+8.5

+6.9

+5.9

+4.2

+2.5

+1.0

Cut and Fill -4.3

-4.8

-5.9

-7.7

-8.3

-9.6

-11.5

-13.9

-11.6

-5.6

-3.3

-7.2

-6.5

-5.4

-3.9

-3.8

-5.9

-9.2

-10.9

-10.4

-6.8

-1.2

-4.6

-4.6

-5.6

-7.4

-7.0

-5.0

-1.9

-3.9

-9.5

-10.3

-11.4

-11.9

-7.9

-4.6

-0.4

-1.7

-3.9

-5.3

-4.5

-0.3

-4.6

-5.7

-9.9

-9.9

-8.6

-6.4

-5.3

Design Speed: 400km/h360km/h400km/h

K29 O

verbridge

140-S

3 F

ootp

ath

HS2 Alignment

Ground Level

141-L1 Finham Brook Viaduct143-L3 Canley Brook Viaduct

Overbridge

143-S

1 Bridle

way W

164

Overbridge

144-S

1 Cra

ckle

y L

ane

146-S2 Cromwell Lane Reinstatement

141-L3 Dalehouse Embankment

142-S

4 Cra

ckle

y A

TS

141-L4 Finham Brook Embankment

Bypass O

verbridge

140-S

2 A

46 K

enilw

orth

Acco

mm

odation O

verbridge

142-S

6 Millb

urn Gra

nge F

arm

Road O

verbridge

142-S

3 A

429 K

enilw

orth

142-L2 Crackley Road Cutting

Rail O

verbridge

142-S

2 C

oventry-L

ea

min

gto

n S

pa

North Portal

Burton Green

Wood C

ulvert

143-S

2 Cra

ckle

y

Dro

p Inlet

Culvert

144-S

4 Bro

ad

wells W

ood

Underp

ass

W168 A

cco

mm

odation

145-S

1 F

ootp

ath

143-L1 Crackley Wood Embankment

143-L4 North Crackley Cutting

Lane O

verbridge

141-S

1 D

ale

house

South Portal

Burton Green

0+000

0+239

60.0

m

60.0m

60.0

m

60.0

m

60.0m

60.0

m

60.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0m

70.0m

70.0m

70.0m

70.0

m

70.0

m

70.0m

70.0m

70.0m

70.0m

70.0m

70.0

m

70.0m

70.0

m

70.0m

70.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0m

80.0

m

80.0

m

80.0

m

80.0

m

80.0m

80.0m

80.0m

80.0

m

80.0

m

80.0

m

80.0m

80.0

m

80.0

m

80.0

m

80.0

m

80.0

m

80.0

m

80.0m

80.0m

80.0m

80.0m

80.0m

80.0m

80.0m

80.0

m

80.0m

80.0

m

80.0

m

80.0

m

80.0m

90.0

m

90.0

m

90.0m

90.0m

90.0m

90.0

m

90.0

m

90.0m

90.0

m

90.0

m

90.0

m

90.0

m

90.0m

90.0m

90.0m

90.0m

90.0

m

90.0

m

90.0

m

90.0m

100.0

m

100.0

m

100.0

m

100.0m

100.0m

100.0m

100.0

m

100.0

m

100.0m

100.0m

100.0m

100.0m

100.0m

110.0

m

110.0

m

110.0

m

110.0m

110.0m

110.0

m

110.0

m

120.0m

120.0

m

120.0

m

120.0m

120.0m

120.0m

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

140+000

141+000

142+000

143+000

144+000

145+000

146+000

147+000

A112/01/2015

NOR

Country North

NOR

C223-CSI-CV-DPP-030-000005-FPDCapita Symonds Ineco JV

Country North Design

PlanScale 1:10000

Civil

Bridge Profiles indicated at FRL to HS2 track

Note:

Finham Brook Viaduct

Bridleway W164 Overbridge

Burton Green Tunnel

CRACKLEY

BEECHWOOD

GREEN

BURTON

Canley Brook Viaduct

Cromwell Lane

A429 Kenilworth Road Overbridge

Accommodation Overbridge

Millburn Grange Farm

Bypass Overbridge

A46 Kenilworth

Sheet 38

Main Line

Chainage 140+300 to 146+700

Pumping Station

Coventry-Leamington Spa Rail Overbridge

Overbridge

Footpath K29

Bypass

of A46 Kenilworth

Online Reinstatement

Overbridge

Dalehouse Lane

Kenilworth Road

Realignment of A429

Access and HS2 Access

Realigned Private means of

Wall

Canley Brook Retaining

Overbridge

Crackley Lane

Culvert

Crackley Wood

W165x

Diverted Bridleway

Realignment

Footpath W168

Buildings

Tunnel Portal

and Kenilworth Greenway

Realigned Footpath W169

South Portal

Burton Green Tunnel

North Portal

Burton Green Tunnel

(Centenary Way)

Footpath K29

Crackley Auto-Transformer Station

Bridleway W164

Bridleway W165x

Footpath W167

Footpath W167

Canley Brook

Realignment of

W167

Diverted Footpath

Realignment

Footpath W167

Footpath W169

Footpath W168 Footpath W168a

Hall Site

Replacement Village

W169

Diverted Footpath

Cromwell Lane

Footpath M182

For

Continuation R

efer

To S

heet 37

For

Continuation R

efer

To S

heet 39

Access Road

and Tunnel Portal

HS2 Maintenance

Underpass

Accommodation

Footpath W168

Access

Accommodation

Dalehouse Farm

1:10000

AHNOR

Bridleway W164 Realignment

Realignment

Dalehouse Lane

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 Acceptance

Code 1

- Acc

epted