route from cubbington to stoneleigh - drawing number hs2...

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 22 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05022 3.0 As Shown / / 22 12 11 CO For Coordination 2.0 CL MP / / 22 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 - 05022 . dgn Approved Approved 60 60 6 0 60 60 6 0 60 60 60 60 60 60 60 60 60 6 0 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 6 0 60 60 60 60 60 60 6 0 60 60 60 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 8 0 80 80 8 0 80 80 8 0 80 80 80 80 80 80 80 80 100 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 140.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 140.0 Chainage 134 + 400 134 + 500 134 + 600 134 + 700 134 + 800 134 + 900 135 + 000 135 + 100 135 + 200 135 + 300 135 + 400 135 + 500 135 + 600 135 + 700 135 + 800 135 + 900 136 + 000 136 + 100 136 + 200 136 + 300 136 + 400 136 + 500 136 + 600 136 + 700 136 + 800 136 + 900 137 + 000 137 + 100 137 + 200 137 + 300 137 + 400 137 + 500 137 + 600 137 + 700 137 + 800 137 + 900 138 + 000 138 + 100 138 + 200 138 + 300 138 + 400 138 + 500 138 + 600 138 + 700 138 + 800 138 + 900 139 + 000 139 + 100 139 + 200 139 + 300 139 + 400 139 + 500 139 + 600 139 + 700 139 + 800 139 + 900 140 + 000 140 + 100 140 + 200 140 + 300 140 + 400 140 + 500 140 + 600 140 + 700 140 + 800 Horizontal Alignment L=6372.3 L = 350 . 0 R=8220.0 L=1060.7 L = 350 . 0 L=2380.6 L = 350 . 0 R=8220.0 L=2537.5 Vertical Alignment L = 3 14 . 1 G= 1 . 70 % L=1545.5 R=56000.0 L = 214 2 . 9 G = - 1 . 0 6 % L=1119.3 R=-56000.0 L = 448 . 2 G = 0 . 94 % L=254.5 R=56000.0 L = 1414 . 0 G = 0 . 48 % Existing Level 69 . 2 73 . 6 82 . 9 94 . 2 96 . 2 96 . 0 95 . 6 94 . 9 96 . 6 97 . 5 97 . 3 93 . 9 95 . 4 97 . 9 98 . 2 97 . 2 94 . 2 90 . 3 88 . 3 85 . 3 81 . 7 79 . 7 77 . 2 75 . 5 75 . 5 75 . 2 73 . 2 69 . 5 67 . 0 67 . 7 68 . 4 69 . 6 70 . 0 69 . 5 70 . 1 69 . 7 67 . 5 65 . 5 64 . 2 63 . 3 63 . 0 62 . 3 60 . 0 60 . 5 61 . 9 61 . 4 61 . 1 62 . 2 63 . 8 66 . 1 66 . 9 65 . 7 62 . 5 58 . 5 53 . 8 56 . 9 63 . 3 66 . 7 68 . 4 70 . 6 72 . 1 74 . 2 77 . 3 78 . 2 80 . 0 Proposed Level 75 . 0 76 . 6 78 . 0 79 . 3 80 . 3 81 . 2 82 . 0 82 . 5 82 . 9 83 . 1 83 . 1 82 . 9 82 . 5 82 . 0 81 . 3 80 . 4 79 . 4 78 . 3 77 . 2 76 . 2 75 . 1 74 . 1 73 . 0 71 . 9 70 . 9 69 . 8 68 . 8 67 . 7 66 . 6 65 . 6 64 . 5 63 . 5 62 . 4 61 . 3 60 . 3 59 . 2 58 . 1 57 . 1 56 . 1 55 . 4 54 . 8 54 . 3 54 . 1 54 . 0 54 . 2 54 . 5 54 . 9 55 . 6 56 . 4 57 . 3 58 . 3 59 . 2 60 . 2 61 . 1 61 . 9 62 . 5 62 . 9 63 . 4 63 . 9 64 . 4 64 . 9 65 . 4 65 . 8 66 . 3 66 . 8 + 5 . 8 + 3 . 0 + 2 . 6 + 8 . 1 + 5 . 6 Cut and Fill - 4 . 9 - 14 . 9 - 15 . 9 - 14 . 8 - 13 . 6 - 12 . 4 - 13 . 7 - 14 . 4 - 14 . 2 - 11 . 0 - 12 . 9 - 15 . 9 - 16 . 9 - 16 . 8 - 14 . 8 - 12 . 0 - 11 . 1 - 9 . 1 - 6 . 6 - 5 . 6 - 4 . 2 - 3 . 6 - 4 . 6 - 5 . 4 - 4 . 4 - 1 . 8 - 0 . 4 - 2 . 1 - 3 . 9 - 6 . 1 - 7 . 6 - 8 . 2 - 9 . 8 - 10 . 5 - 9 . 4 - 8 . 4 - 8 . 1 - 7 . 9 - 8 . 2 - 8 . 0 - 5 . 9 - 6 . 5 - 7 . 7 - 6 . 9 - 6 . 2 - 6 . 6 - 7 . 4 - 8 . 8 - 8 . 6 - 6 . 5 - 2 . 3 - 0 . 4 - 3 . 3 - 4 . 5 - 6 . 2 - 7 . 2 - 8 . 8 - 11 . 5 - 11 . 9 - 13 . 2 Design Speed 400km/h Ch . 134401 . 874 T P. 74 . 995 Ch . 135947 . 419 T P. 79 . 926 Ch . 138090 . 356 T P. 57 . 190 Ch . 139209 . 609 T P. 56 . 500 Ch . 139657 . 784 T P. 60 . 703 Ch . 139912 . 323 T P. 62 . 511 N e wP o s s i b l e P e r m a n e n t A 445 D i v e r s i on ov e r H S 2 N e wP o ss i b l e P e r m a n e n t C ov e n t r y R o a d D i v e r s i on over HS2 New HS2 Retaining Structure New HS2 Retaining Structure New Possible Permanent Coventry Road Diversion over HS2 N e wP o ss i b l e P e r m a n e n t S t on e l e i gh R o a d D i v e r s i on ov e r H S 2 New Possible Permanent B4115 Diversion over HS2 New A46 Bridge over HS2 New B4453 Bridge over HS2 New HS2 Viaduct over River Avon Flood Plain N e wP o ss i b l e P e r m a n e n t B 4115 D i v e r s i on ov e r H S 2 N e wB 4453 B r i dg e over HS2 N e wA 46 B r i dg e over HS2 N e wH S 2 V i a du c t ov e r R i v e r A von F l ood P l a i n 170 m N e wH S 2 R e t a i n i ng S t r u c t u r e 1250 m N e wH S 2 R e t a i n i ng S t r u c t u r e 150 m New Possible Permanent Stoneleigh Road Diversion New Possible Permanent Stareton Road Diversion New Possible Permanent A445 Diversion over HS2 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 - 05023 F o r Con t i nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 05021 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 19-Mar-2020

4 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Route from Cubbington to Stoneleigh - drawing number HS2 ...assets.dft.gov.uk/publications/hs2-maps-20120110/... · T +44(0)121 213 3000 F +44(0)121 213 3001 Solihull, West Midlands

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 22 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05022 3.0

As Shown

/ /2212 11 CO

For Coordination

2.0 CLMP

/ /22 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

5022.d

gn

Approved

Approved

60

60

60

60 60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

6060

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

8080

80

80

8080

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

80

100

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0140.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0140.0

Chainage

134+400

134+500

134+600

134+700

134+800

134+900

135+000

135+100

135+200

135+300

135+400

135+500

135+600

135+700

135+800

135+900

136+000

136+100

136+200

136+300

136+400

136+500

136+600

136+700

136+800

136+900

137+000

137+100

137+200

137+300

137+400

137+500

137+600

137+700

137+800

137+900

138+000

138+100

138+200

138+300

138+400

138+500

138+600

138+700

138+800

138+900

139+000

139+100

139+200

139+300

139+400

139+500

139+600

139+700

139+800

139+900

140+000

140+100

140+200

140+300

140+400

140+500

140+600

140+700

140+800

Horizontal Alignment L=6372.3

L=350.0R=8220.0

L=1060.7

L=350.0L=2380.6

L=350.0R=8220.0

L=2537.5

Vertical Alignment

L=314.1

G=1.7

0%

L=1545.5

R=56000.0

L=2142.9

G=-1.06%

L=1119.3

R=-56000.0

L=448.2G=0.94%

L=254.5

R=56000.0

L=1414.0G=0.48%

Existing Level 69.2

73.6

82.9

94.2

96.2

96.0

95.6

94.9

96.6

97.5

97.3

93.9

95.4

97.9

98.2

97.2

94.2

90.3

88.3

85.3

81.7

79.7

77.2

75.5

75.5

75.2

73.2

69.5

67.0

67.7

68.4

69.6

70.0

69.5

70.1

69.7

67.5

65.5

64.2

63.3

63.0

62.3

60.0

60.5

61.9

61.4

61.1

62.2

63.8

66.1

66.9

65.7

62.5

58.5

53.8

56.9

63.3

66.7

68.4

70.6

72.1

74.2

77.3

78.2

80.0

Proposed Level 75.0

76.6

78.0

79.3

80.3

81.2

82.0

82.5

82.9

83.1

83.1

82.9

82.5

82.0

81.3

80.4

79.4

78.3

77.2

76.2

75.1

74.1

73.0

71.9

70.9

69.8

68.8

67.7

66.6

65.6

64.5

63.5

62.4

61.3

60.3

59.2

58.1

57.1

56.1

55.4

54.8

54.3

54.1

54.0

54.2

54.5

54.9

55.6

56.4

57.3

58.3

59.2

60.2

61.1

61.9

62.5

62.9

63.4

63.9

64.4

64.9

65.4

65.8

66.3

66.8

+5.8

+3.0

+2.6

+8.1

+5.6

Cut and Fill -4.9

-14.9

-15.9

-14.8

-13.6

-12.4

-13.7

-14.4

-14.2

-11.0

-12.9

-15.9

-16.9

-16.8

-14.8

-12.0

-11.1

-9.1

-6.6

-5.6

-4.2

-3.6

-4.6

-5.4

-4.4

-1.8

-0.4

-2.1

-3.9

-6.1

-7.6

-8.2

-9.8

-10.5

-9.4

-8.4

-8.1

-7.9

-8.2

-8.0

-5.9

-6.5

-7.7

-6.9

-6.2

-6.6

-7.4

-8.8

-8.6

-6.5

-2.3

-0.4

-3.3

-4.5

-6.2

-7.2

-8.8

-11.5

-11.9

-13.2

Design Speed 400km/h

Ch.1

34401.8

74

TP.7

4.9

95

Ch.1

35947.4

19

TP.7

9.9

26

Ch.1

38090.3

56

TP.5

7.1

90

Ch.1

39209.6

09

TP.5

6.5

00

Ch.1

39657.7

84

TP.6

0.7

03

Ch.1

39912.3

23

TP.6

2.5

11

New Possible Permanent

A445 Diversion over HS2New Possible Permanent

Coventry Road Diversion

over HS2

New HS2 Retaining

Structure

New HS2 Retaining

Structure

New Possible Permanent

Coventry Road Diversion

over HS2

New Possible Permanent Stoneleigh

Road Diversion over HS2

New Possible Permanent

B4115 Diversion over HS2

New A46 Bridge

over HS2

New B4453 Bridge

over HS2

New HS2 Viaduct over

River Avon Flood Plain

New Possible Permanent

B4115 Diversion over HS2

New B4453 Bridge

over HS2

New A46 Bridge

over HS2 New HS2 Viaduct over River Avon Flood Plain 170m New HS2 Retaining Structure 1250m

New HS2 Retaining Structure 150m

New Possible Permanent

Stoneleigh Road Diversion

New Possible Permanent

Stareton Road Diversion

New Possible Permanent

A445 Diversion over HS2

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

5023

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5021

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