route from drayton bassett to hints and weeford - 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 28 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05028 3.0 As Shown / / 22 12 11 CO For Coordination 2.0 CL MP / / 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 - 05028 . dgn Approved Approved 80 80 80 80 80 80 80 80 80 8 0 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 8 0 80 8 0 80 80 8 0 80 80 8 0 80 80 80 80 80 8 0 8 0 80 80 80 80 80 80 100 100 1 0 0 100 100 100 10 0 100 100 100 100 100 100 1 0 0 1 0 0 10 0 100 100 1 0 0 100 100 100 1 00 1 00 100 1 0 0 100 1 0 0 100 100 100 100 10 0 100 100 100 100 1 00 1 0 0 100 100 100 10 0 100 100 100 100 100 10 0 100 10 0 100 1 00 100 100 10 0 100 100 120 120 120 120 12 0 120 120 120 1 2 0 120 120 1 2 0 120 120 120 120 120 1 2 0 120 120 120 120 120 120 120 1 40 140 140 140 14 0 14 0 140 140 140 140 140 140 140 140 1 7 2 + 0 0 0 1 7 3 + 0 0 0 174 + 000 175 + 000 176 + 000 177 + 000 178 + 000 179 + 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 172 + 800 172 + 900 173 + 000 173 + 100 173 + 200 173 + 300 173 + 400 173 + 500 173 + 600 173 + 700 173 + 800 173 + 900 174 + 000 174 + 100 174 + 200 174 + 300 174 + 400 174 + 500 174 + 600 174 + 700 174 + 800 174 + 900 175 + 000 175 + 100 175 + 200 175 + 300 175 + 400 175 + 500 175 + 600 175 + 700 175 + 800 175 + 900 176 + 000 176 + 100 176 + 200 176 + 300 176 + 400 176 + 500 176 + 600 176 + 700 176 + 800 176 + 900 177 + 000 177 + 100 177 + 200 177 + 300 177 + 400 177 + 500 177 + 600 177 + 700 177 + 800 177 + 900 178 + 000 178 + 100 178 + 200 178 + 300 178 + 400 178 + 500 178 + 600 178 + 700 178 + 800 178 + 900 179 + 000 179 + 100 179 + 200 Horizontal Alignment L = 375 . 0 L=2249.5 L = 280 . 0 R=6290.0 L=4022.2 Vertical Alignment L = 953 . 7 G = 0 . 59 % L=331.2 R=56000.0 L = 2746 . 3 G = - 0 . 00 % L=638.2 R=56000.0 L = 595 . 4 G = - 1 . 14 % L=909.7 R=-56000.0 L = 2331 . 2 G = 0 . 48 % Existing Level 81 . 1 81 . 8 83 . 6 84 . 3 84 . 4 85 . 9 87 . 7 90 . 6 94 . 3 95 . 7 95 . 1 97 . 6 100 . 2 103 . 5 105 . 8 107 . 7 109 . 8 110 . 8 110 . 7 105 . 5 100 . 1 96 . 0 97 . 0 97 . 0 96 . 2 96 . 7 100 . 0 101 . 8 100 . 4 93 . 7 90 . 4 92 . 5 92 . 6 90 . 8 94 . 0 101 . 3 107 . 8 110 . 2 102 . 5 98 . 8 97 . 2 95 . 1 93 . 7 90 . 8 88 . 5 84 . 2 85 . 4 84 . 9 83 . 3 80 . 1 79 . 7 83 . 0 94 . 1 97 . 3 94 . 5 95 . 0 92 . 4 95 . 6 95 . 6 94 . 8 95 . 1 97 . 3 100 . 8 100 . 6 99 . 3 Proposed Level 88 . 3 88 . 8 89 . 4 90 . 0 90 . 6 91 . 2 91 . 8 92 . 4 93 . 0 93 . 5 94 . 1 94 . 4 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 6 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 5 94 . 4 94 . 1 93 . 6 93 . 0 92 . 2 91 . 2 90 . 0 88 . 9 87 . 7 86 . 6 85 . 4 84 . 3 83 . 2 82 . 3 81 . 5 81 . 0 80 . 6 80 . 4 80 . 4 80 . 5 80 . 8 81 . 3 81 . 8 82 . 3 + 7 . 2 + 7 . 0 + 5 . 8 + 5 . 7 + 6 . 2 + 5 . 3 + 4 . 1 + 1 . 8 + 0 . 8 + 4 . 1 + 2 . 0 + 1 . 9 + 3 . 7 + 0 . 5 + 0 . 4 + 2 . 8 + 4 . 5 + 8 . 0 + 5 . 8 + 5 . 1 + 5 . 6 + 7 . 6 + 6 . 9 + 2 . 4 Cut and Fill - 1 . 3 - 2 . 2 - 1 . 0 - 3 . 2 - 5 . 6 - 8 . 9 - 11 . 2 - 13 . 1 - 15 . 2 - 16 . 2 - 16 . 1 - 10 . 9 - 5 . 5 - 1 . 4 - 2 . 4 - 2 . 4 - 1 . 7 - 2 . 2 - 5 . 5 - 7 . 3 - 5 . 9 - 6 . 8 - 13 . 3 - 15 . 7 - 8 . 0 - 4 . 3 - 2 . 7 - 0 . 7 - 9 . 8 - 14 . 1 - 12 . 2 - 13 . 5 - 11 . 4 - 15 . 0 - 15 . 2 - 14 . 4 - 14 . 6 - 16 . 5 - 19 . 5 - 18 . 8 - 17 . 0 Design Speed 350km/h Ch . 173714 . 542 T P. 93 . 630 Ch . 174045 . 700 T P. 94 . 595 Ch . 176791 . 956 T P. 94 . 479 Ch . 177430 . 142 T P. 90 . 816 Ch . 178025 . 581 T P. 84 . 005 Ch . 178935 . 251 T P. 80 . 988 New Possible Permanent Waggoner’s Lane Diversion over HS2 Possible Road Closure New Possible Permanent Waggoner’s Lane Diversion over HS2 New Possible Permanent Shirral Drive Diversion New Rock Hill Bridge over HS2 New A5 Bridge over HS2 New Cranebrook Hill Bridge over HS2 New HS2 Viaduct over Flood Plain 255m New HS2 Viaduct over Flood Plain 160m New Possible Permanent Rookery Lane Diversion under HS2 (Agricultural Underpass) New Possible Permanent Drayton Lane and Shirral Lane Diversion over HS2 New HS2 Viaduct over Flood Plain New A5 Bridge over HS2 New HS2 Viaduct over Flood Plain New Rock Hill Bridge over HS2 New Possible Permanent Rookery Lane Diversion under HS2 (Agricultural Underpass) New HS2 Retaining Structure New Possible Permanent Drayton Lane and Shirral Lane Diversion over HS2 New Cranebrook Hill Bridge over HS2 New HS2 Retaining Structure Possible Road Closure 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 - 05029 F o r Con t i nu a ti on Re f e r T o HS 2 - ARP - DR- RW - 05027 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 28 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05028 3.0

As Shown

/ /2212 11 CO

For Coordination

2.0 CLMP

/ /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

5028.d

gn

Approved

Approved

80

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8080

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172+000

173+000

174+000

175+000

176+000

177+000

178+000

179+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

172+800

172+900

173+000

173+100

173+200

173+300

173+400

173+500

173+600

173+700

173+800

173+900

174+000

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175+500

175+600

175+700

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176+600

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177+500

177+600

177+700

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177+900

178+000

178+100

178+200

178+300

178+400

178+500

178+600

178+700

178+800

178+900

179+000

179+100

179+200

Horizontal Alignment L=375.0L=2249.5

L=280.0R=6290.0

L=4022.2

Vertical Alignment L=953.7

G=0.59%

L=331.2

R=56000.0

L=2746.3

G=-0.00%

L=638.2

R=56000.0L=595

.4

G=-1.14%

L=909.7

R=-56000.0

L=2331.2G=0.48%

Existing Level 81.1

81.8

83.6

84.3

84.4

85.9

87.7

90.6

94.3

95.7

95.1

97.6

100.2

103.5

105.8

107.7

109.8

110.8

110.7

105.5

100.1

96.0

97.0

97.0

96.2

96.7

100.0

101.8

100.4

93.7

90.4

92.5

92.6

90.8

94.0

101.3

107.8

110.2

102.5

98.8

97.2

95.1

93.7

90.8

88.5

84.2

85.4

84.9

83.3

80.1

79.7

83.0

94.1

97.3

94.5

95.0

92.4

95.6

95.6

94.8

95.1

97.3

100.8

100.6

99.3

Proposed Level 88.3

88.8

89.4

90.0

90.6

91.2

91.8

92.4

93.0

93.5

94.1

94.4

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.6

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.5

94.4

94.1

93.6

93.0

92.2

91.2

90.0

88.9

87.7

86.6

85.4

84.3

83.2

82.3

81.5

81.0

80.6

80.4

80.4

80.5

80.8

81.3

81.8

82.3

+7.2

+7.0

+5.8

+5.7

+6.2

+5.3

+4.1

+1.8

+0.8

+4.1

+2.0

+1.9

+3.7

+0.5

+0.4

+2.8

+4.5

+8.0

+5.8

+5.1

+5.6

+7.6

+6.9

+2.4

Cut and Fill -1.3

-2.2

-1.0

-3.2

-5.6

-8.9

-11.2

-13.1

-15.2

-16.2

-16.1

-10.9

-5.5

-1.4

-2.4

-2.4

-1.7

-2.2

-5.5

-7.3

-5.9

-6.8

-13.3

-15.7

-8.0

-4.3

-2.7

-0.7

-9.8

-14.1

-12.2

-13.5

-11.4

-15.0

-15.2

-14.4

-14.6

-16.5

-19.5

-18.8

-17.0

Design Speed 350km/h

Ch.1

73714.5

42

TP.9

3.6

30

Ch.1

74045.7

00

TP.9

4.5

95

Ch.1

76791.9

56

TP.9

4.4

79

Ch.1

77430.1

42

TP.9

0.8

16

Ch.1

78025.5

81

TP.8

4.0

05

Ch.1

78935.2

51

TP.8

0.9

88

New Possible Permanent Waggoner’s

Lane Diversion over HS2

Possible Road Closure

New Possible Permanent

Waggoner’s Lane Diversion

over HS2

New Possible Permanent Shirral

Drive Diversion

New Rock Hill

Bridge over HS2

New A5 Bridge

over HS2

New Cranebrook Hill

Bridge over HS2

New HS2 Viaduct over Flood Plain 255m

New HS2 Viaduct overFlood Plain 160m New Possible Permanent Rookery

Lane Diversion under HS2

(Agricultural Underpass)

New Possible Permanent Drayton

Lane and Shirral Lane Diversion over HS2

New HS2 Viaduct over Flood Plain

New A5 Bridge

over HS2

New HS2 Viaduct over Flood Plain

New Rock Hill Bridge

over HS2

New Possible Permanent Rookery

Lane Diversion under HS2

(Agricultural Underpass)

New HS2 RetainingStructure

New Possible Permanent

Drayton Lane and Shirral Lane

Diversion over HS2New Cranebrook Hill

Bridge over HS2

New HS2 Retaining

Structure 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

5029

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5027

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