route from wendover dean to stoke mandeville - drawing

1
www.arup.com T +44(0)121 213 3000 F +44(0)121 213 3001 Solihull, West Midlands B90 8AE The Arup Campus, Blythe Gate, Blythe Valley Park Feasibility Study High Speed 2 Sheet 9 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05009 3.0 As Shown / / 22 12 11 CO MP CL For Coordination 2.0 / / 05 01 12 CO MP CL 3.0 Post Consultation Route J :\ 209000 \ 209742 - 00 \ 4 I n t e r n a l Pr o j ec t Da t a \ 4 - 10 Po s t Con s u lt a ti on Dr a wi ng s \ 0_ Dr a wi ng s \ HS2 - ARP- 00 - DR- RW - 05009 . dgn Approved Approved 100 100 100 100 100 100 1 0 0 100 100 1 00 1 00 1 20 120 1 20 120 120 1 2 0 120 120 140 140 140 1 40 140 14 0 1 4 0 140 140 140 140 1 4 0 1 4 0 140 140 1 60 1 60 160 160 16 0 160 160 160 160 160 160 160 160 160 16 0 160 160 1 6 0 160 160 160 160 160 160 1 60 160 16 0 180 180 1 8 0 180 180 180 1 8 0 1 80 180 18 0 180 180 180 180 180 180 180 180 180 180 2 00 200 200 200 2 0 0 200 2 0 0 200 200 200 200 200 200 200 2 00 200 200 2 00 200 220 220 220 220 220 220 220 2 2 0 220 220 220 220 2 2 0 2 20 220 220 240 240 240 240 240 2 40 51 + 000 52 + 000 53 + 0 00 54 + 000 55 + 000 56 + 000 57 + 000 58 + 000 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 Chainage 51 + 200 51 + 300 51 + 400 51 + 500 51 + 600 51 + 700 51 + 800 51 + 900 52 + 000 52 + 100 52 + 200 52 + 300 52 + 400 52 + 500 52 + 600 52 + 700 52 + 800 52 + 900 53 + 000 53 + 100 53 + 200 53 + 300 53 + 400 53 + 500 53 + 600 53 + 700 53 + 800 53 + 900 54 + 000 54 + 100 54 + 200 54 + 300 54 + 400 54 + 500 54 + 600 54 + 700 54 + 800 54 + 900 55 + 000 55 + 100 55 + 200 55 + 300 55 + 400 55 + 500 55 + 600 55 + 700 55 + 800 55 + 900 56 + 000 56 + 100 56 + 200 56 + 300 56 + 400 56 + 500 56 + 600 56 + 700 56 + 800 56 + 900 57 + 000 57 + 100 57 + 200 57 + 300 57 + 400 57 + 500 57 + 600 Horizontal Alignment L=1745.8 L = 375 . 0 R=8220.0 L=3729.8 L = 375 . 0 L=2826.5 Vertical Alignment L=394.8 R=56000.0 L = 15 3 6 . 2 G = - 1 . 10 % L=559.8 R=56000.0 L = 819 . 2 G = - 2 . 10 % L=537.5 R=-56000.0 L = 1437 . 9 G = - 1 . 14 % L=401.4 R=-56000.0 L = 1825 . 2 G = - 0 . 42 % Existing Level 180 . 3 181 . 6 179 . 9 176 . 3 172 . 2 168 . 5 165 . 3 164 . 0 161 . 7 159 . 4 157 . 1 154 . 6 153 . 6 153 . 2 152 . 7 151 . 7 146 . 9 147 . 1 151 . 0 154 . 2 146 . 9 140 . 2 145 . 0 145 . 2 144 . 1 142 . 8 143 . 6 146 . 9 152 . 6 152 . 9 145 . 4 137 . 4 133 . 2 134 . 1 131 . 8 129 . 9 128 . 7 128 . 1 128 . 5 128 . 2 128 . 1 128 . 0 125 . 7 122 . 9 121 . 0 120 . 0 118 . 7 117 . 0 115 . 5 114 . 5 113 . 3 112 . 2 111 . 3 109 . 6 107 . 3 105 . 3 103 . 8 103 . 9 104 . 2 103 . 9 103 . 1 101 . 5 99 . 8 99 . 2 98 . 7 Proposed Level 176 . 4 175 . 4 174 . 3 173 . 2 172 . 1 171 . 0 169 . 9 168 . 8 167 . 7 166 . 6 165 . 5 164 . 4 163 . 3 162 . 2 161 . 1 160 . 0 158 . 9 157 . 8 156 . 6 155 . 1 153 . 5 151 . 7 149 . 7 147 . 6 145 . 5 143 . 4 141 . 3 139 . 2 137 . 1 135 . 0 132 . 9 130 . 9 129 . 0 127 . 2 125 . 7 124 . 3 123 . 1 122 . 0 120 . 9 119 . 7 118 . 6 117 . 4 116 . 3 115 . 2 114 . 0 112 . 9 111 . 7 110 . 6 109 . 5 108 . 3 107 . 2 106 . 1 105 . 2 104 . 5 104 . 0 103 . 5 103 . 1 102 . 7 102 . 3 101 . 8 101 . 4 101 . 0 100 . 6 100 . 1 99 . 7 + 2 . 5 + 4 . 6 + 4 . 8 + 6 . 0 + 7 . 2 + 8 . 4 + 9 . 8 + 9 . 7 + 9 . 0 + 8 . 4 + 8 . 3 + 12 . 0 + 10 . 7 + 5 . 6 + 0 . 9 + 6 . 6 + 11 . 5 + 4 . 7 + 2 . 4 + 1 . 4 + 0 . 6 + 0 . 8 + 0 . 9 + 1 . 0 Cut and Fill - 3 . 9 - 6 . 2 - 5 . 6 - 3 . 1 - 0 . 1 - 2 . 3 - 7 . 7 - 15 . 5 - 17 . 9 - 12 . 5 - 6 . 5 - 4 . 2 - 6 . 9 - 6 . 1 - 5 . 6 - 5 . 6 - 6 . 1 - 7 . 6 - 8 . 5 - 9 . 5 - 10 . 6 - 9 . 4 - 7 . 7 - 7 . 0 - 7 . 1 - 7 . 0 - 6 . 4 - 6 . 0 - 6 . 2 - 6 . 1 - 6 . 1 - 6 . 1 - 5 . 1 - 3 . 3 - 1 . 8 - 0 . 7 - 1 . 2 - 1 . 9 - 2 . 1 - 1 . 7 - 0 . 5 Design Speed 400km/h Ch . 51323 . 612 T P. 175 . 175 Ch . 52859 . 767 T P. 158 . 277 Ch . 53419 . 545 T P. 149 . 321 Ch . 54238 . 759 T P. 132 . 117 Ch . 54776 . 244 T P. 123 . 411 Ch . 56214 . 178 T P. 107 . 021 Ch . 56615 . 586 T P. 103 . 884 New HS2 Viaduct over Existing Road, Railway and A413 500m New HS2 Green Tunnel 1280m Ellesborough Road to be reinstated over Green Tunnel Ellesborough Road to be reinstated over Green Tunnel Existing A413 Road Existing Railway New Nash Lee Road (B4009) Bridge over HS2 Possible Road Closure New Possible Permanent Connection to Bacombe Lane Existing Road New HS2 Green Tunnel Portal New Nash Lee Road (B4009) Bridge over HS2 New Possible Permanent Rocky Lane Diversion under HS2 New HS2 Green Tunnel New Possible Permanent Rocky Lane Diversion under HS2 WENDOVER Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Con ti nu a ti on Re f e r T o HS 2 - ARP - DR- RW - 05010 F o r Con ti nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 05008 Legend National Parks Flood Risk Zones Special Areas of Conservation Special Protection Areas National Nature Reserves Parks and Gardens Scheduled Ancient Monuments Historical Battlefields Listed buildings Area of Outstanding Natural Beauty RAMSAR World Heritage Site SSSI A1 A 9 B C D E F G H I J K L M N O P Drawing No Drawing Status Discipline Scale at A1 Job No Issue Drawing Title Issue Date By Chkd Appd Job Title Client 10 8 7 6 5 4 2 1 3 ' Arup ' Crown copyright and database rights 2011 Ordnance Survey 10049190 0.04 0.02 0.03 0 0.01 0.05 Metres at 1:1 (Scale with caution as distortion can occur) Railway Embankment Highway Embankment Highway Cutting Railway Cutting

Upload: others

Post on 21-Nov-2021

12 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Route from Wendover Dean to Stoke Mandeville - drawing

www.arup.com

T +44(0)121 213 3000 F +44(0)121 213 3001

Solihull, West Midlands B90 8AE

The Arup Campus, Blythe Gate, Blythe Valley Park

Feasibility Study

High Speed 2

Sheet 9 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05009 3.0

As Shown

/ /2212 11 CO MP CL

For Coordination

2.0

/ /05 0112 CO MP CL

3.0

Post Consultation Route

J:\209000\2

09742-0

0\4 Intern

al Project

Data\4-1

0 P

ost

Consultation Dra

win

gs\0

_Dra

win

gs\H

S2-A

RP-0

0-D

R-R

W-0

5009.d

gn

Approved

Approved

100

100

100

100

100

100

100

100

100

100

100

120

120

120

120

120

120

120

120

140

140

140

140

140

140

140

140 140140

140

140

140

140

140

160

160

160

160

160

160

160

160 16

0

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

160

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

180

200

200

200

200

200 200

200

200

200

200

200

200

200

200

200

200

200

200

200

220

220

220

220

220

220

220

220

220

220

220

220

220

220220

220

240

240 240

240

240

240

51+000

52+00053+000

54+000

55+000

56+000

57+000

58+000

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

Chainage

51+200

51+300

51+400

51+500

51+600

51+700

51+800

51+900

52+000

52+100

52+200

52+300

52+400

52+500

52+600

52+700

52+800

52+900

53+000

53+100

53+200

53+300

53+400

53+500

53+600

53+700

53+800

53+900

54+000

54+100

54+200

54+300

54+400

54+500

54+600

54+700

54+800

54+900

55+000

55+100

55+200

55+300

55+400

55+500

55+600

55+700

55+800

55+900

56+000

56+100

56+200

56+300

56+400

56+500

56+600

56+700

56+800

56+900

57+000

57+100

57+200

57+300

57+400

57+500

57+600

Horizontal Alignment L=1745.8

L=375.0R=8220.0

L=3729.8

L=375.0L=2826.5

Vertical Alignment L=394.8

R=56000.0

L=1536.2

G=-1.10%

L=559.8

R=56000.0L=819.2

G=-2.10%

L=537.5

R=-56000.0

L=1437.9

G=-1.14%

L=401.4

R=-56000.0L=1825.2

G=-0.42%

Existing Level 180.3

181.6

179.9

176.3

172.2

168.5

165.3

164.0

161.7

159.4

157.1

154.6

153.6

153.2

152.7

151.7

146.9

147.1

151.0

154.2

146.9

140.2

145.0

145.2

144.1

142.8

143.6

146.9

152.6

152.9

145.4

137.4

133.2

134.1

131.8

129.9

128.7

128.1

128.5

128.2

128.1

128.0

125.7

122.9

121.0

120.0

118.7

117.0

115.5

114.5

113.3

112.2

111.3

109.6

107.3

105.3

103.8

103.9

104.2

103.9

103.1

101.5

99.8

99.2

98.7

Proposed Level 176.4

175.4

174.3

173.2

172.1

171.0

169.9

168.8

167.7

166.6

165.5

164.4

163.3

162.2

161.1

160.0

158.9

157.8

156.6

155.1

153.5

151.7

149.7

147.6

145.5

143.4

141.3

139.2

137.1

135.0

132.9

130.9

129.0

127.2

125.7

124.3

123.1

122.0

120.9

119.7

118.6

117.4

116.3

115.2

114.0

112.9

111.7

110.6

109.5

108.3

107.2

106.1

105.2

104.5

104.0

103.5

103.1

102.7

102.3

101.8

101.4

101.0

100.6

100.1

99.7

+2.5

+4.6

+4.8

+6.0

+7.2

+8.4

+9.8

+9.7

+9.0

+8.4

+8.3

+12.0

+10.7

+5.6

+0.9

+6.6

+11.5

+4.7

+2.4

+1.4

+0.6

+0.8

+0.9

+1.0

Cut and Fill -3.9

-6.2

-5.6

-3.1

-0.1

-2.3

-7.7

-15.5

-17.9

-12.5

-6.5

-4.2

-6.9

-6.1

-5.6

-5.6

-6.1

-7.6

-8.5

-9.5

-10.6

-9.4

-7.7

-7.0

-7.1

-7.0

-6.4

-6.0

-6.2

-6.1

-6.1

-6.1

-5.1

-3.3

-1.8

-0.7

-1.2

-1.9

-2.1

-1.7

-0.5

Design Speed 400km/h

Ch.5

1323.6

12

TP.1

75.1

75

Ch.5

2859.7

67

TP.1

58.2

77

Ch.5

3419.5

45

TP.1

49.3

21

Ch.5

4238.7

59

TP.1

32.1

17

Ch.5

4776.2

44

TP.1

23.4

11

Ch.5

6214.1

78

TP.1

07.0

21

Ch.5

6615.5

86

TP.1

03.8

84

New HS2 Viaduct over Existing Road, Railway and A413 500m

New HS2 Green Tunnel 1280m

Ellesborough Road to be

reinstated over Green Tunnel

Ellesborough Road to be

reinstated over Green Tunnel

Existing A413 Road

Existing Railway

New Nash Lee Road

(B4009) Bridge over HS2

Possible Road Closure

New Possible Permanent Connection

to Bacombe Lane

Existing Road

New HS2 Green Tunnel

Portal

New Nash Lee Road

(B4009) Bridge over HS2

New Possible Permanent

Rocky Lane Diversion under HS2

New HS2 Green

Tunnel

New Possible Permanent Rocky Lane

Diversion under HS2

WENDOVER

PlanScale 1:10000

ProfileScale H 1:10000 V 1:1000

N

For

Continuation R

efer

To H

S2-A

RP-D

R-R

W-0

5010 F

or C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5008

Legend National Parks

Flood Risk Zones

Special Areas of Conservation

Special Protection Areas

National Nature Reserves

Parks and Gardens

Scheduled Ancient Monuments

Historical Battlefields

Listed buildings

Area of Outstanding Natural Beauty

RAMSAR

World Heritage Site

SSSI

A1 A

9

B C D E F G H I J K L M N O P

Drawing No

Drawing Status

Discipline

Scale at A1

Job No

Issue

Drawing Title

Issue Date By Chkd Appd

Job TitleClient

10

8

7

6

5

4

2

1

3

' Arup

' Crown copyright and database rights 2011 Ordnance Survey 10049190

0.040.02 0.030 0.01 0.05 Metres at 1:1 (Scale with caution as distortion can occur)

Railway

Embankment

Highway

Embankment

Highway

Cutting

Railway

Cutting