Route from Edgcote to Lower Boddington - drawing number HS2-ARP-00
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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 18 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05018 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 - 05018 . dgn Approved Approved 12 0 120 120 120 120 120 12 0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 12 0 120 12 0 120 120 120 120 120 120 120 1 20 120 120 140 140 140 140 14 0 14 0 140 140 1 4 0 140 140 14 0 140 1 40 140 140 140 1 40 140 1 40 140 14 0 1 40 140 140 140 140 140 140 140 160 160 1 60 16 0 160 1 60 16 0 1 6 0 160 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 190.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 190.0 Chainage 108 + 800 108 + 900 109 + 000 109 + 100 109 + 200 109 + 300 109 + 400 109 + 500 109 + 600 109 + 700 109 + 800 109 + 900 110 + 000 110 + 100 110 + 200 110 + 300 110 + 400 110 + 500 110 + 600 110 + 700 110 + 800 110 + 900 111 + 000 111 + 100 111 + 200 111 + 300 111 + 400 111 + 500 111 + 600 111 + 700 111 + 800 111 + 900 112 + 000 112 + 100 112 + 200 112 + 300 112 + 400 112 + 500 112 + 600 112 + 700 112 + 800 112 + 900 113 + 000 113 + 100 113 + 200 113 + 300 113 + 400 113 + 500 113 + 600 113 + 700 113 + 800 113 + 900 114 + 000 114 + 100 114 + 200 114 + 300 114 + 400 114 + 500 114 + 600 114 + 700 114 + 800 114 + 900 115 + 000 115 + 100 115 + 200 Horizontal Alignment R=8250.0 L=1300.6 L = 375 . 0 L=1598.2 L = 375 . 0 R=8250.0 L=661.2 L = 375 . 0 L=3714.3 Vertical Alignment L = 4899 . 3 G = - 0 . 00 % L=453.9 R=-56000.0 L = 1 735 . 9 G = 0 . 8 1 % Existing Level 109 . 4 112 . 2 118 . 2 120 . 0 121 . 1 122 . 2 122 . 7 123 . 6 124 . 3 125 . 1 126 . 3 127 . 3 128 . 4 130 . 3 131 . 6 132 . 5 133 . 6 134 . 5 136 . 2 136 . 4 136 . 8 137 . 5 138 . 4 139 . 7 141 . 1 142 . 2 143 . 6 144 . 7 145 . 0 145 . 3 145 . 1 145 . 0 143 . 9 139 . 4 135 . 6 127 . 2 119 . 0 114 . 5 112 . 1 110 . 3 109 . 1 108 . 0 107 . 7 108 . 3 108 . 7 109 . 2 110 . 0 111 . 7 113 . 4 114 . 7 114 . 1 113 . 6 114 . 3 114 . 5 114 . 0 113 . 2 113 . 4 113 . 7 114 . 1 115 . 1 115 . 5 117 . 1 118 . 1 119 . 6 121 . 1 Proposed Level 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 0 113 . 3 113 . 7 114 . 2 115 . 0 115 . 8 116 . 6 117 . 4 118 . 2 119 . 0 119 . 8 120 . 7 121 . 5 122 . 3 123 . 1 + 3 . 6 + 0 . 8 + 0 . 9 + 2 . 7 + 3 . 9 + 5 . 0 + 5 . 3 + 4 . 7 + 4 . 3 + 3 . 8 + 3 . 0 + 1 . 3 + 1 . 0 + 2 . 6 + 3 . 2 + 3 . 7 + 4 . 1 + 3 . 9 + 4 . 3 + 3 . 6 + 3 . 4 + 2 . 7 + 2 . 0 Cut and Fill - 5 . 2 - 7 . 0 - 8 . 1 - 9 . 2 - 9 . 7 - 10 . 6 - 11 . 3 - 12 . 1 - 13 . 3 - 14 . 3 - 15 . 4 - 17 . 3 - 18 . 6 - 19 . 5 - 20 . 6 - 21 . 5 - 23 . 2 - 23 . 4 - 23 . 8 - 24 . 5 - 25 . 4 - 26 . 7 - 28 . 1 - 29 . 2 - 30 . 6 - 31 . 7 - 32 . 0 - 32 . 3 - 32 . 1 - 32 . 0 - 30 . 9 - 26 . 4 - 22 . 6 - 14 . 2 - 6 . 0 - 1 . 5 - 0 . 4 - 1 . 7 - 1 . 1 - 0 . 3 - 0 . 6 - 0 . 3 Design Speed 400km/h Ch . 108829 . 757 T P. 113 . 000 Ch . 113729 . 050 T P. 113 . 000 Ch . 114182 . 917 T P. 114 . 839 L=462.5 R=-56000.0 New HS2 Green Tunnel 2470m A361 to be reinstated over Green Tunnel New Possible Permanent Road Diversion over HS2 New Possible Permanent Road Diversion over HS2 New HS2 Viaduct over Highfurlong Brook Flood Plain 210m Possible Permanent Culworth Road Diversion over Green Tunnel Appletree Lane to be reinstated over Green Tunnel A361 to be reinstated over Green Tunnel New Possible Boddington Road Diversion New HS2 Viaduct over Highfurlong Brook Flood Plain Possible Permanent Culworth Road Diversion over HS2 Green Tunnel New HS2 Green Tunnel Appletree Lane to be reinstated over Green Tunnel 108 + 000 1 0 9 + 000 110 + 000 111 + 000 1 1 2 + 0 0 0 113 + 000 114 + 000 115 + 000 116 + 000 Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Co n t i n u a ti o n Re f e r T o HS 2 - ARP - DR- RW - 05 0 17 F o r Con ti nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 0 50 1 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
Transcript of Route from Edgcote to Lower Boddington - drawing number HS2-ARP-00
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 18 of 33
Plan and Profile
Rail
209742-00
HS2-ARP-00-DR-RW-05018 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
5018.d
gn
Approved
Approved
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120 120
120
120
120
120
120
120
1201201
20
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
160
160
160
160
160
160160
160
160
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0190.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0190.0
Chainage
108+800
108+900
109+000
109+100
109+200
109+300
109+400
109+500
109+600
109+700
109+800
109+900
110+000
110+100
110+200
110+300
110+400
110+500
110+600
110+700
110+800
110+900
111+000
111+100
111+200
111+300
111+400
111+500
111+600
111+700
111+800
111+900
112+000
112+100
112+200
112+300
112+400
112+500
112+600
112+700
112+800
112+900
113+000
113+100
113+200
113+300
113+400
113+500
113+600
113+700
113+800
113+900
114+000
114+100
114+200
114+300
114+400
114+500
114+600
114+700
114+800
114+900
115+000
115+100
115+200
Horizontal Alignment R=8250.0
L=1300.6
L=375.0L=1598.2
L=375.0R=8250.0
L=661.2L=375.0L=3714.3
Vertical Alignment L=4899.3
G=-0.00%
L=453.9
R=-56000.0
L=1735.9G=0.81%
Existing Level 109.4
112.2
118.2
120.0
121.1
122.2
122.7
123.6
124.3
125.1
126.3
127.3
128.4
130.3
131.6
132.5
133.6
134.5
136.2
136.4
136.8
137.5
138.4
139.7
141.1
142.2
143.6
144.7
145.0
145.3
145.1
145.0
143.9
139.4
135.6
127.2
119.0
114.5
112.1
110.3
109.1
108.0
107.7
108.3
108.7
109.2
110.0
111.7
113.4
114.7
114.1
113.6
114.3
114.5
114.0
113.2
113.4
113.7
114.1
115.1
115.5
117.1
118.1
119.6
121.1
Proposed Level 113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.0
113.3
113.7
114.2
115.0
115.8
116.6
117.4
118.2
119.0
119.8
120.7
121.5
122.3
123.1
+3.6
+0.8
+0.9
+2.7
+3.9
+5.0
+5.3
+4.7
+4.3
+3.8
+3.0
+1.3
+1.0
+2.6
+3.2
+3.7
+4.1
+3.9
+4.3
+3.6
+3.4
+2.7
+2.0
Cut and Fill -5.2
-7.0
-8.1
-9.2
-9.7
-10.6
-11.3
-12.1
-13.3
-14.3
-15.4
-17.3
-18.6
-19.5
-20.6
-21.5
-23.2
-23.4
-23.8
-24.5
-25.4
-26.7
-28.1
-29.2
-30.6
-31.7
-32.0
-32.3
-32.1
-32.0
-30.9
-26.4
-22.6
-14.2
-6.0
-1.5
-0.4
-1.7
-1.1
-0.3
-0.6
-0.3
Design Speed 400km/h
Ch.1
08829.7
57
TP.1
13.0
00
Ch.1
13729.0
50
TP.1
13.0
00
Ch.1
14182.9
17
TP.1
14.8
39
L=462.5
R=-56000.0
New HS2 Green Tunnel 2470m
A361 to be reinstated over Green Tunnel
New Possible Permanent
Road Diversion over HS2
New Possible PermanentRoad Diversion over HS2
New HS2 Viaduct over HighfurlongBrook Flood Plain 210m
Possible Permanent Culworth Road Diversion over Green Tunnel
Appletree Lane to be reinstated over Green Tunnel
A361 to be reinstated over Green Tunnel
New Possible Boddington
Road Diversion
New HS2 Viaduct over Highfurlong Brook Flood Plain
Possible Permanent Culworth Road Diversion over HS2 Green Tunnel
New HS2 Green TunnelAppletree Lane to be reinstated over Green Tunnel
108+000
109+000
110+000
111+000
112+000
113+000
114+000
115+000
116+000
PlanScale 1:10000
ProfileScale H 1:10000 V 1:1000
N
For C
ontin
uatio
n R
efer T
o H
S2-A
RP-D
R-R
W-0
5017
For
Continuation R
efer
To H
S2-A
RP-D
R-R
W-0
5019
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
