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 13 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05013 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 - 05013 . dgn Approved Approved 60 6 0 60 60 60 60 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 8 0 80 80 1 00 1 00 100 100 100 1 00 1 0 0 100 100 100 1 00 100 1 0 0 100 100 100 10 0 10 0 76 + 0 00 77 + 000 78 + 000 7 9 + 0 00 80 + 000 81 + 000 82 + 000 83 + 000 84 + 000 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 160.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 160.0 Chainage 76 + 800 76 + 900 77 + 000 77 + 100 77 + 200 77 + 300 77 + 400 77 + 500 77 + 600 77 + 700 77 + 800 77 + 900 78 + 000 78 + 100 78 + 200 78 + 300 78 + 400 78 + 500 78 + 600 78 + 700 78 + 800 78 + 900 79 + 000 79 + 100 79 + 200 79 + 300 79 + 400 79 + 500 79 + 600 79 + 700 79 + 800 79 + 900 80 + 000 80 + 100 80 + 200 80 + 300 80 + 400 80 + 500 80 + 600 80 + 700 80 + 800 80 + 900 81 + 000 81 + 100 81 + 200 81 + 300 81 + 400 81 + 500 81 + 600 81 + 700 81 + 800 81 + 900 82 + 000 82 + 100 82 + 200 82 + 300 82 + 400 82 + 500 82 + 600 82 + 700 82 + 800 82 + 900 83 + 000 83 + 100 83 + 200 Horizontal Alignment L=349.9 R=8215.3 L=838.2 L = 349 . 9 L=510.8 L = 365 . 0 R=7275.0 L=2880.5 L = 365 . 0 L = 375 . 0 R=8250.0 L=4820.4 Vertical Alignment L = 1653 . 2 G = 0 . 54 % L=366.1 R=56000.0 L = 2240 . 5 G = - 0 . 12 % L=144.1 R=-56000.0 L = 3833 . 0 G = 0 . 14 % Existing Level 79 . 6 79 . 9 79 . 8 80 . 4 81 . 5 81 . 9 84 . 2 84 . 1 85 . 6 83 . 4 87 . 1 88 . 4 90 . 7 88 . 6 90 . 0 88 . 0 88 . 8 87 . 6 86 . 6 86 . 2 86 . 3 86 . 7 87 . 2 89 . 8 89 . 8 88 . 6 88 . 6 88 . 4 86 . 8 86 . 8 90 . 1 90 . 4 91 . 4 89 . 7 89 . 5 89 . 0 88 . 7 88 . 8 88 . 0 87 . 1 87 . 3 86 . 0 85 . 4 85 . 8 85 . 8 85 . 9 86 . 5 84 . 4 82 . 7 82 . 7 83 . 4 83 . 7 84 . 1 84 . 0 83 . 6 83 . 3 83 . 4 84 . 6 86 . 1 87 . 3 88 . 7 89 . 7 90 . 5 91 . 3 91 . 3 Proposed Level 79 . 4 79 . 9 80 . 5 81 . 0 81 . 5 82 . 1 82 . 6 83 . 2 83 . 7 84 . 2 84 . 8 85 . 3 85 . 8 86 . 4 86 . 9 87 . 5 87 . 9 88 . 3 88 . 4 88 . 4 88 . 3 88 . 1 88 . 0 87 . 9 87 . 8 87 . 7 87 . 6 87 . 4 87 . 3 87 . 2 87 . 1 87 . 0 86 . 9 86 . 8 86 . 6 86 . 5 86 . 4 86 . 3 86 . 2 86 . 1 85 . 9 85 . 8 85 . 7 85 . 8 86 . 0 86 . 1 86 . 3 86 . 4 86 . 5 86 . 7 86 . 8 87 . 0 87 . 1 87 . 2 87 . 4 87 . 5 87 . 7 87 . 8 87 . 9 88 . 1 88 . 2 88 . 4 88 . 5 88 . 7 88 . 8 + 0 . 7 + 0 . 6 + 0 . 2 + 0 . 8 + 0 . 7 + 1 . 8 + 2 . 2 + 2 . 0 + 1 . 4 + 0 . 8 + 0 . 5 + 0 . 4 + 0 . 3 + 0 . 2 + 0 . 2 + 2 . 0 + 3 . 8 + 4 . 0 + 3 . 4 + 3 . 3 + 3 . 0 + 3 . 2 + 3 . 8 + 4 . 2 + 4 . 3 + 3 . 2 + 1 . 8 + 0 . 8 Cut and Fill - 0 . 2 - 1 . 6 - 0 . 9 - 1 . 9 - 2 . 3 - 3 . 1 - 4 . 9 - 2 . 2 - 3 . 1 - 0 . 5 - 0 . 9 - 1 . 9 - 2 . 0 - 0 . 9 - 1 . 0 - 1 . 0 - 3 . 0 - 3 . 4 - 4 . 5 - 2 . 9 - 2 . 9 - 2 . 5 - 2 . 3 - 2 . 5 - 1 . 8 - 1 . 0 - 1 . 4 - 0 . 2 - 0 . 2 - 0 . 5 - 1 . 3 - 2 . 0 - 2 . 6 - 2 . 5 Design Speed 400km/h Ch . 78329 . 196 T P. 87 . 609 Ch . 78695 . 281 T P. 88 . 381 Ch . 80935 . 732 T P. 85 . 782 Ch . 81079 . 870 T P. 85 . 801 New HS2 Viaduct over Flood Plain 280m New Possible Permanent Realignment of East West Railway over HS2 Widening of Existing Railway Corridor 8000m New HS2 Viaduct over Flood Plain 310m New Possible Permanent Realignment of East West Railway over HS2 New Infrastructure Maintenance Depot. For Depot Drawing refer to HS2-ARP-00-DR-RW-05302 New Possible Permanent Road Diversion over HS2 New Possible School Hill Road Diversion over HS2 New HS2 Viaduct over Flood Plain New Possible Permanent Road Diversion over HS2 New HS2 Viaduct over Flood Plain N e wP o ss i b l e P e r m a n e n t S c hoo l H ill D i v e r s i o n ov e r H S 2 Possible R o a d C l o s u r e Possible R o a d C l o s u r e 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 - 05014 F o r Con t i nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 05012 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

Route from Calvert to Twyford - - drawing number HS2 …assets.dft.gov.uk/publications/hs2-maps-20120110/hs2arp00drrw05013... · Title: Route from Calvert to Twyford - - drawing number

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Page 1: Route from Calvert to Twyford - - drawing number HS2 …assets.dft.gov.uk/publications/hs2-maps-20120110/hs2arp00drrw05013... · Title: Route from Calvert to Twyford - - drawing number

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 13 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05013 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

5013.d

gn

Approved

Approved

60

60

60

60 60

60

80

80

80

80 8080 80

80

80

80

80

80

80

80

80

80

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

76+000

77+000

78+00079+000

80+000

81+000

82+000

83+000

84+000

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0160.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0160.0

Chainage

76+800

76+900

77+000

77+100

77+200

77+300

77+400

77+500

77+600

77+700

77+800

77+900

78+000

78+100

78+200

78+300

78+400

78+500

78+600

78+700

78+800

78+900

79+000

79+100

79+200

79+300

79+400

79+500

79+600

79+700

79+800

79+900

80+000

80+100

80+200

80+300

80+400

80+500

80+600

80+700

80+800

80+900

81+000

81+100

81+200

81+300

81+400

81+500

81+600

81+700

81+800

81+900

82+000

82+100

82+200

82+300

82+400

82+500

82+600

82+700

82+800

82+900

83+000

83+100

83+200

Horizontal Alignment

L=349.9R=8215.3

L=838.2L=349.9L=510.8

L=365.0R=7275.0

L=2880.5

L=365.0

L=375.0R=8250.0

L=4820.4

Vertical Alignment L=1653.2G=0.54%

L=366.1

R=56000.0

L=2240.5

G=-0.12%

L=144.1

R=-56000.0

L=3833.0

G=0.14%

Existing Level 79.6

79.9

79.8

80.4

81.5

81.9

84.2

84.1

85.6

83.4

87.1

88.4

90.7

88.6

90.0

88.0

88.8

87.6

86.6

86.2

86.3

86.7

87.2

89.8

89.8

88.6

88.6

88.4

86.8

86.8

90.1

90.4

91.4

89.7

89.5

89.0

88.7

88.8

88.0

87.1

87.3

86.0

85.4

85.8

85.8

85.9

86.5

84.4

82.7

82.7

83.4

83.7

84.1

84.0

83.6

83.3

83.4

84.6

86.1

87.3

88.7

89.7

90.5

91.3

91.3

Proposed Level 79.4

79.9

80.5

81.0

81.5

82.1

82.6

83.2

83.7

84.2

84.8

85.3

85.8

86.4

86.9

87.5

87.9

88.3

88.4

88.4

88.3

88.1

88.0

87.9

87.8

87.7

87.6

87.4

87.3

87.2

87.1

87.0

86.9

86.8

86.6

86.5

86.4

86.3

86.2

86.1

85.9

85.8

85.7

85.8

86.0

86.1

86.3

86.4

86.5

86.7

86.8

87.0

87.1

87.2

87.4

87.5

87.7

87.8

87.9

88.1

88.2

88.4

88.5

88.7

88.8

+0.7

+0.6

+0.2

+0.8

+0.7

+1.8

+2.2

+2.0

+1.4

+0.8

+0.5

+0.4

+0.3

+0.2

+0.2

+2.0

+3.8

+4.0

+3.4

+3.3

+3.0

+3.2

+3.8

+4.2

+4.3

+3.2

+1.8

+0.8

Cut and Fill -0.2

-1.6

-0.9

-1.9

-2.3

-3.1

-4.9

-2.2

-3.1

-0.5

-0.9

-1.9

-2.0

-0.9

-1.0

-1.0

-3.0

-3.4

-4.5

-2.9

-2.9

-2.5

-2.3

-2.5

-1.8

-1.0

-1.4

-0.2

-0.2

-0.5

-1.3

-2.0

-2.6

-2.5

Design Speed 400km/h

Ch.7

8329.1

96

TP.8

7.6

09

Ch.7

8695.2

81

TP.8

8.3

81

Ch.8

0935.7

32

TP.8

5.7

82

Ch.8

1079.8

70

TP.8

5.8

01

New HS2 Viaduct over Flood Plain 280m

New Possible Permanent

Realignment of East West

Railway over HS2

Widening of Existing Railway Corridor 8000mNew HS2 Viaduct over Flood Plain 310m

New Possible Permanent Realignment

of East West Railway over HS2

New Infrastructure Maintenance Depot.

For Depot Drawing refer to

HS2-ARP-00-DR-RW-05302

New Possible Permanent

Road Diversion over HS2

New Possible School Hill

Road Diversion over HS2

New HS2 Viaduct

over Flood Plain

New Possible Permanent

Road Diversion over HS2

New HS2 Viaduct

over Flood Plain

New Possible Permanent School

Hill Diversion over HS2Possible

Road Closure

Possible

Road Closure

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

5014

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5012

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