route from stoke mandeville to aylesbury - drawing number

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 10 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05010 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 - 05010 . dgn Approved Approved 80 80 80 80 80 8 0 80 80 80 80 80 80 8 0 8 0 80 80 80 80 8 0 80 8 0 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 8 0 80 100 100 1 00 100 100 100 100 100 100 100 100 100 100 100 100 1 00 100 100 100 57 + 000 58 + 000 59 + 000 60 + 000 61 + 000 62 + 000 63 + 000 64 + 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 57 + 600 57 + 700 57 + 800 57 + 900 58 + 000 58 + 100 58 + 200 58 + 300 58 + 400 58 + 500 58 + 600 58 + 700 58 + 800 58 + 900 59 + 000 59 + 100 59 + 200 59 + 300 59 + 400 59 + 500 59 + 600 59 + 700 59 + 800 59 + 900 60 + 000 60 + 100 60 + 200 60 + 300 60 + 400 60 + 500 60 + 600 60 + 700 60 + 800 60 + 900 61 + 000 61 + 100 61 + 200 61 + 300 61 + 400 61 + 500 61 + 600 61 + 700 61 + 800 61 + 900 62 + 000 62 + 100 62 + 200 62 + 300 62 + 400 62 + 500 62 + 600 62 + 700 62 + 800 62 + 900 63 + 000 63 + 100 63 + 200 63 + 300 63 + 400 63 + 500 63 + 600 63 + 700 63 + 800 63 + 900 64 + 000 Horizontal Alignment L=2826.5 L = 375 . 0 R=8220.0 L=2804.7 L = 375 . 0 L=467.9 L = 350 . 0 R=8220.0 L=533.4 L=350.0 Vertical Alignment L = 1825 . 2 G = - 0 . 42 % L=401.5 R=56000.0 L = 505 . 1 G = - 1 . 14 % L=746.6 R=-56000.0 L = 649 . 5 G = 0 . 19 % L=261.4 R=56000.0 L = 3806 . 6 G = - 0 . 27 % Existing Level 98 . 7 98 . 9 98 . 9 98 . 8 98 . 5 98 . 2 97 . 8 97 . 9 97 . 5 96 . 8 96 . 1 95 . 1 94 . 5 94 . 4 94 . 2 93 . 9 93 . 4 92 . 7 92 . 4 92 . 1 91 . 5 91 . 0 89 . 8 88 . 5 87 . 6 86 . 8 86 . 0 85 . 4 84 . 9 84 . 0 83 . 0 82 . 5 82 . 3 81 . 9 81 . 5 81 . 2 79 . 9 78 . 5 78 . 1 78 . 3 79 . 1 80 . 4 83 . 1 84 . 6 85 . 7 86 . 7 87 . 4 86 . 2 82 . 8 78 . 8 77 . 0 76 . 9 76 . 6 75 . 7 75 . 7 75 . 8 76 . 6 78 . 1 80 . 5 82 . 8 83 . 6 83 . 0 82 . 8 81 . 7 81 . 2 Proposed Level 99 . 7 99 . 3 98 . 9 98 . 5 98 . 0 97 . 6 97 . 2 96 . 8 96 . 3 95 . 9 95 . 3 94 . 5 93 . 5 92 . 4 91 . 2 90 . 1 88 . 9 87 . 8 86 . 7 85 . 7 85 . 0 84 . 4 83 . 9 83 . 7 83 . 6 83 . 7 83 . 9 84 . 1 84 . 3 84 . 5 84 . 7 84 . 9 85 . 1 85 . 1 84 . 9 84 . 6 84 . 4 84 . 1 83 . 8 83 . 5 83 . 3 83 . 0 82 . 7 82 . 4 82 . 2 81 . 9 81 . 6 81 . 3 81 . 1 80 . 8 80 . 5 80 . 2 80 . 0 79 . 7 79 . 4 79 . 2 78 . 9 78 . 6 78 . 3 78 . 1 77 . 8 77 . 5 77 . 2 77 . 0 76 . 7 + 1 . 0 + 0 . 4 + 0 . 5 + 1 . 7 + 2 . 4 + 2 . 8 + 3 . 2 + 3 . 4 + 3 . 4 + 4 . 5 + 5 . 6 + 5 . 7 + 5 . 2 + 4 . 2 + 2 . 6 + 2 . 0 + 3 . 5 + 3 . 3 + 3 . 4 + 4 . 0 + 3 . 7 + 3 . 4 + 2 . 3 + 0 . 5 Cut and Fill - 0 . 3 - 0 . 5 - 0 . 6 - 0 . 6 - 1 . 1 - 1 . 2 - 0 . 9 - 0 . 8 - 0 . 6 - 1 . 0 - 2 . 0 - 3 . 0 - 3 . 8 - 4 . 5 - 4 . 9 - 5 . 7 - 6 . 4 - 6 . 5 - 6 . 6 - 5 . 9 - 4 . 8 - 4 . 0 - 3 . 1 - 2 . 1 - 1 . 3 - 0 . 6 - 0 . 4 - 2 . 2 - 3 . 5 - 4 . 8 - 5 . 8 - 4 . 9 - 1 . 7 - 2 . 2 - 4 . 7 - 5 . 8 - 5 . 5 - 5 . 6 - 4 . 7 - 4 . 5 Design Speed 400km/h Ch . 58440 . 806 T P. 96 . 165 Ch . 58842 . 333 T P. 93 . 027 Ch . 59347 . 432 T P. 87 . 268 Ch . 60094 . 009 T P. 83 . 734 Ch . 60743 . 501 T P. 84 . 989 Ch . 61004 . 883 T P. 84 . 884 New HS2 Viaduct over Flood Plain New HS2 Viaduct over Flood Plain 200m New HS2 Viaduct over Flood Plain 220m New Possible Permanent A418 Diversion over HS2 New Possible Permanent A418 Diversion over HS2 STONE New Possible Permament Marsh Lane Diversion over HS2 New Possible Permanent Risborough Road Diversion over HS2 New Possible Permanent Realignment of the Princes Risborough to Aylesbury Railway Line over HS2 New HS2 Viaduct over Flood Plain New Possible Permanent Realignment of the Princes Risborough to Aylesbury Railway Line over HS2 New Possible Permament Marsh Lane Diversion over HS2 New Possible Permanent Risborough Road Diversion over HS2 Possible Road Closure AYLESBURY Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Co n ti n u a ti o n Re f e r T o HS 2 - ARP - DR- RW - 05 0 11 F o r Con ti nu a ti on Re f e r T o HS 2 - ARP - DR- RW - 0 5 0 0 9 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

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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 10 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05010 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

5010.d

gn

Approved

Approved

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

8080

80

80

80

80

80

80

80

80

80

80

80

80

100

100

100

100100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

57+000

58+000

59+000

60+000

61+000

62+00063+000

64+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

57+600

57+700

57+800

57+900

58+000

58+100

58+200

58+300

58+400

58+500

58+600

58+700

58+800

58+900

59+000

59+100

59+200

59+300

59+400

59+500

59+600

59+700

59+800

59+900

60+000

60+100

60+200

60+300

60+400

60+500

60+600

60+700

60+800

60+900

61+000

61+100

61+200

61+300

61+400

61+500

61+600

61+700

61+800

61+900

62+000

62+100

62+200

62+300

62+400

62+500

62+600

62+700

62+800

62+900

63+000

63+100

63+200

63+300

63+400

63+500

63+600

63+700

63+800

63+900

64+000

Horizontal Alignment L=2826.5

L=375.0R=8220.0

L=2804.7L=375.0L=467.9

L=350.0R=8220.0

L=533.4

L=350.0

Vertical Alignment L=1825.2

G=-0.42%

L=401.5

R=56000.0L=50

5.1

G=-1.14%

L=746.6

R=-56000.0

L=649.5G=0.19%

L=261.4

R=56000.0

L=3806.6

G=-0.27%

Existing Level 98.7

98.9

98.9

98.8

98.5

98.2

97.8

97.9

97.5

96.8

96.1

95.1

94.5

94.4

94.2

93.9

93.4

92.7

92.4

92.1

91.5

91.0

89.8

88.5

87.6

86.8

86.0

85.4

84.9

84.0

83.0

82.5

82.3

81.9

81.5

81.2

79.9

78.5

78.1

78.3

79.1

80.4

83.1

84.6

85.7

86.7

87.4

86.2

82.8

78.8

77.0

76.9

76.6

75.7

75.7

75.8

76.6

78.1

80.5

82.8

83.6

83.0

82.8

81.7

81.2

Proposed Level 99.7

99.3

98.9

98.5

98.0

97.6

97.2

96.8

96.3

95.9

95.3

94.5

93.5

92.4

91.2

90.1

88.9

87.8

86.7

85.7

85.0

84.4

83.9

83.7

83.6

83.7

83.9

84.1

84.3

84.5

84.7

84.9

85.1

85.1

84.9

84.6

84.4

84.1

83.8

83.5

83.3

83.0

82.7

82.4

82.2

81.9

81.6

81.3

81.1

80.8

80.5

80.2

80.0

79.7

79.4

79.2

78.9

78.6

78.3

78.1

77.8

77.5

77.2

77.0

76.7

+1.0

+0.4

+0.5

+1.7

+2.4

+2.8

+3.2

+3.4

+3.4

+4.5

+5.6

+5.7

+5.2

+4.2

+2.6

+2.0

+3.5

+3.3

+3.4

+4.0

+3.7

+3.4

+2.3

+0.5

Cut and Fill -0.3

-0.5

-0.6

-0.6

-1.1

-1.2

-0.9

-0.8

-0.6

-1.0

-2.0

-3.0

-3.8

-4.5

-4.9

-5.7

-6.4

-6.5

-6.6

-5.9

-4.8

-4.0

-3.1

-2.1

-1.3

-0.6

-0.4

-2.2

-3.5

-4.8

-5.8

-4.9

-1.7

-2.2

-4.7

-5.8

-5.5

-5.6

-4.7

-4.5

Design Speed 400km/h

Ch.5

8440.8

06

TP.9

6.1

65

Ch.5

8842.3

33

TP.9

3.0

27

Ch.5

9347.4

32

TP.8

7.2

68

Ch.6

0094.0

09

TP.8

3.7

34

Ch.6

0743.5

01

TP.8

4.9

89

Ch.6

1004.8

83

TP.8

4.8

84

New HS2 Viaduct

over Flood Plain

New HS2 Viaduct over Flood Plain 200m

New HS2 Viaduct over Flood Plain 220m

New Possible Permanent

A418 Diversion over HS2

New Possible Permanent

A418 Diversion over HS2

STONE

New Possible Permament

Marsh Lane Diversion

over HS2

New Possible Permanent

Risborough Road Diversion

over HS2

New Possible Permanent Realignment

of the Princes Risborough to Aylesbury

Railway Line over HS2

New HS2 Viaduct

over Flood Plain

New Possible Permanent Realignment

of the Princes Risborough to Aylesbury

Railway Line over HS2

New Possible Permament

Marsh Lane Diversion

over HS2

New Possible Permanent

Risborough Road Diversion

over HS2

Possible Road Closure

AYLESBURY

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

5011

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5009

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