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 6 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05006 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 - 05006 . dgn Approved Approved 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 80 80 8 0 80 8 0 80 80 80 8 0 80 80 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 1 0 0 1 00 100 100 1 0 0 10 0 100 100 1 00 100 100 100 100 10 0 1 0 0 1 0 0 100 1 0 0 100 100 100 100 100 100 100 100 100 100 1 00 10 0 100 1 00 100 1 00 100 100 100 1 00 100 100 100 100 120 120 120 120 1 2 0 120 120 120 120 120 120 120 120 120 120 120 12 0 120 120 1 2 0 120 120 120 120 120 120 120 120 120 120 14 0 140 140 140 140 140 140 1 4 0 140 1 4 0 140 140 140 140 160 160 160 160 31 + 00 0 32 + 000 3 3 + 000 34 + 000 35 + 000 36 + 000 3 7 + 000 38 + 000 39 + 000 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 32 + 000 32 + 100 32 + 200 32 + 300 32 + 400 32 + 500 32 + 600 32 + 700 32 + 800 32 + 900 33 + 000 33 + 100 33 + 200 33 + 300 33 + 400 33 + 500 33 + 600 33 + 700 33 + 800 33 + 900 34 + 000 34 + 100 34 + 200 34 + 300 34 + 400 34 + 500 34 + 600 34 + 700 34 + 800 34 + 900 35 + 000 35 + 100 35 + 200 35 + 300 35 + 400 35 + 500 35 + 600 35 + 700 35 + 800 35 + 900 36 + 000 36 + 100 36 + 200 36 + 300 36 + 400 36 + 500 36 + 600 36 + 700 36 + 800 36 + 900 37 + 000 37 + 100 37 + 200 37 + 300 37 + 400 37 + 500 37 + 600 37 + 700 37 + 800 37 + 900 38 + 000 38 + 100 38 + 200 38 + 300 38 + 400 Horizontal Alignment L=375.0 R=5400.0 L=1188.9 L = 375 . 0 L=3133.5 L = 375 . 0 R=5400.0 L=1264.2 Vertical Alignment L = 8022 . 9 G = 0 . 18 % L=243.7 R=56000.0 L = 2618 . 3 G = - 0 . 25 % L=358.9 R=-56000.0 L = 6610 . 0 G = 0 . 39 % Existing Level 85 . 4 89 . 4 93 . 1 97 . 2 99 . 1 99 . 8 100 . 2 98 . 9 95 . 4 95 . 4 96 . 9 96 . 5 95 . 2 95 . 2 97 . 8 96 . 9 97 . 2 98 . 5 99 . 5 99 . 9 100 . 6 101 . 0 102 . 1 100 . 8 101 . 9 101 . 7 97 . 3 90 . 3 81 . 8 77 . 9 76 . 7 72 . 2 71 . 4 71 . 5 72 . 2 72 . 9 75 . 5 83 . 3 90 . 2 96 . 1 101 . 9 108 . 7 112 . 3 116 . 8 119 . 4 121 . 4 124 . 6 128 . 6 125 . 2 111 . 3 108 . 6 102 . 2 99 . 6 96 . 7 96 . 2 101 . 6 110 . 0 115 . 9 121 . 3 123 . 8 121 . 1 116 . 2 122 . 7 125 . 5 126 . 8 Proposed Level 58 . 6 58 . 8 59 . 0 59 . 2 59 . 4 59 . 4 59 . 3 59 . 0 58 . 8 58 . 5 58 . 3 58 . 0 57 . 8 57 . 5 57 . 3 57 . 0 56 . 8 56 . 5 56 . 3 56 . 0 55 . 8 55 . 5 55 . 3 55 . 0 54 . 8 54 . 5 54 . 2 54 . 0 53 . 7 53 . 5 53 . 2 53 . 0 52 . 7 52 . 5 52 . 5 52 . 6 52 . 9 53 . 3 53 . 7 54 . 1 54 . 5 54 . 9 55 . 2 55 . 6 56 . 0 56 . 4 56 . 8 57 . 2 57 . 6 58 . 0 58 . 4 58 . 7 59 . 1 59 . 5 59 . 9 60 . 3 60 . 7 61 . 1 61 . 5 61 . 9 62 . 2 62 . 6 63 . 0 63 . 4 63 . 8 Cut and Fill - 26 . 8 - 30 . 6 - 34 . 1 - 38 . 0 - 39 . 7 - 40 . 4 - 40 . 9 - 39 . 9 - 36 . 6 - 36 . 9 - 38 . 6 - 38 . 5 - 37 . 4 - 37 . 7 - 40 . 5 - 39 . 9 - 40 . 4 - 42 . 0 - 43 . 2 - 43 . 9 - 44 . 8 - 45 . 5 - 46 . 8 - 45 . 8 - 47 . 1 - 47 . 2 - 43 . 1 - 36 . 3 - 28 . 1 - 24 . 4 - 23 . 5 - 19 . 2 - 18 . 7 - 19 . 0 - 19 . 7 - 20 . 3 - 22 . 6 - 30 . 0 - 36 . 5 - 42 . 0 - 47 . 4 - 53 . 8 - 57 . 1 - 61 . 2 - 63 . 4 - 65 . 0 - 67 . 8 - 71 . 4 - 67 . 6 - 53 . 3 - 50 . 2 - 43 . 5 - 40 . 5 - 37 . 2 - 36 . 3 - 41 . 3 - 49 . 3 - 54 . 8 - 59 . 8 - 61 . 9 - 58 . 9 - 53 . 6 - 59 . 7 - 62 . 1 - 63 . 0 Design Speed 320km/h Ch . 32373 . 509 T P. 59 . 332 Ch . 32617 . 204 T P. 59 . 247 Ch . 35235 . 520 T P. 52 . 645 Ch . 35594 . 379 T P. 52 . 890 Possible Tunnel Shaft Location New HS2 Twin Bore 8.9 Tunnel M25 to Little Missenden 13325m Possible Tunnel Shaft Location Possible Tunnel Shaft Location Possible Tunnel Shaft Location CHALFONT ST PETER Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Con ti nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 05007 F o r Co n ti n u a ti on Re f e r T o HS 2 - ARP - DR- RW - 0 5 00 5 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

CHALFONT ST PETER - GOV.UKassets.dft.gov.uk/publications/hs2-maps-20120110/... · 5 6.8 5 7.2 5 7.6 5 8.0 5 8.4 5 8.7 5 9.1 5 9.5 5 9.9 6 0.3 6 0.7 6 1.1 6 1.5 6 1.9 6 2.2 6 2.6 6

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Page 1: CHALFONT ST PETER - GOV.UKassets.dft.gov.uk/publications/hs2-maps-20120110/... · 5 6.8 5 7.2 5 7.6 5 8.0 5 8.4 5 8.7 5 9.1 5 9.5 5 9.9 6 0.3 6 0.7 6 1.1 6 1.5 6 1.9 6 2.2 6 2.6 6

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 6 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05006 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

5006.d

gn

Approved

Approved

60

60

60

60

60

60

60

60

80

80

8080

80

80

80

80

80

80

80

80

80

80

80

808080

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

80

80

80

80

80

80

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

100

120

120

120120

120

120

120

120 120 120

120

120

120

120

120

120

120

120

120

120

120

120

120

120

120

120

120

120120

120

140

140

140

140

140

140

140

140

140

140

140

140

140

140

160

160

160

160

31+000

32+000

33+000

34+000

35+000

36+000

37+000

38+0003

9+000

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

32+000

32+100

32+200

32+300

32+400

32+500

32+600

32+700

32+800

32+900

33+000

33+100

33+200

33+300

33+400

33+500

33+600

33+700

33+800

33+900

34+000

34+100

34+200

34+300

34+400

34+500

34+600

34+700

34+800

34+900

35+000

35+100

35+200

35+300

35+400

35+500

35+600

35+700

35+800

35+900

36+000

36+100

36+200

36+300

36+400

36+500

36+600

36+700

36+800

36+900

37+000

37+100

37+200

37+300

37+400

37+500

37+600

37+700

37+800

37+900

38+000

38+100

38+200

38+300

38+400

Horizontal Alignment L=375.0R=5400.0

L=1188.9

L=375.0L=3133.5

L=375.0R=5400.0

L=1264.2

Vertical Alignment L=8022.9G=0.18%

L=243.7

R=56000.0

L=2618.3

G=-0.25%

L=358.9

R=-56000.0

L=6610.0

G=0.39%

Existing Level 85.4

89.4

93.1

97.2

99.1

99.8

100.2

98.9

95.4

95.4

96.9

96.5

95.2

95.2

97.8

96.9

97.2

98.5

99.5

99.9

100.6

101.0

102.1

100.8

101.9

101.7

97.3

90.3

81.8

77.9

76.7

72.2

71.4

71.5

72.2

72.9

75.5

83.3

90.2

96.1

101.9

108.7

112.3

116.8

119.4

121.4

124.6

128.6

125.2

111.3

108.6

102.2

99.6

96.7

96.2

101.6

110.0

115.9

121.3

123.8

121.1

116.2

122.7

125.5

126.8

Proposed Level 58.6

58.8

59.0

59.2

59.4

59.4

59.3

59.0

58.8

58.5

58.3

58.0

57.8

57.5

57.3

57.0

56.8

56.5

56.3

56.0

55.8

55.5

55.3

55.0

54.8

54.5

54.2

54.0

53.7

53.5

53.2

53.0

52.7

52.5

52.5

52.6

52.9

53.3

53.7

54.1

54.5

54.9

55.2

55.6

56.0

56.4

56.8

57.2

57.6

58.0

58.4

58.7

59.1

59.5

59.9

60.3

60.7

61.1

61.5

61.9

62.2

62.6

63.0

63.4

63.8

Cut and Fill -26.8

-30.6

-34.1

-38.0

-39.7

-40.4

-40.9

-39.9

-36.6

-36.9

-38.6

-38.5

-37.4

-37.7

-40.5

-39.9

-40.4

-42.0

-43.2

-43.9

-44.8

-45.5

-46.8

-45.8

-47.1

-47.2

-43.1

-36.3

-28.1

-24.4

-23.5

-19.2

-18.7

-19.0

-19.7

-20.3

-22.6

-30.0

-36.5

-42.0

-47.4

-53.8

-57.1

-61.2

-63.4

-65.0

-67.8

-71.4

-67.6

-53.3

-50.2

-43.5

-40.5

-37.2

-36.3

-41.3

-49.3

-54.8

-59.8

-61.9

-58.9

-53.6

-59.7

-62.1

-63.0

Design Speed 320km/h

Ch.3

2373.5

09

TP.5

9.3

32

Ch.3

2617.2

04

TP.5

9.2

47

Ch.3

5235.5

20

TP.5

2.6

45

Ch.3

5594.3

79

TP.5

2.8

90

Possible Tunnel

Shaft Location

New HS2 Twin Bore 8.9Ø Tunnel M25 to Little Missenden 13325m

Possible Tunnel

Shaft Location

Possible Tunnel

Shaft Location

Possible Tunnel

Shaft Location

CHALFONTST PETER

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

5007

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5005

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