Route from Whittington Heath to Streethay - drawing number...
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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 29 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05029 3.0 As Shown / / 22 12 11 CO For Coordination 2.0 MP CL / / 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 - 05029 . dgn Approved Approved 05 60 60 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 80 8 0 8 0 80 8 0 80 80 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 80 80 80 10 0 100 100 100 100 100 100 100 100 100 100 10 0 100 100 1 0 0 1 00 100 100 100 1 0 0 100 1 0 0 100 100 1 0 0 1 0 0 100 100 1 0 0 100 10 0 120 120 120 1 2 0 179 + 000 180 + 000 181 + 000 182 + 000 183 + 000 184 + 000 185 + 000 186 + 000 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 150.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 150.0 Chainage 179 + 200 179 + 300 179 + 400 179 + 500 179 + 600 179 + 700 179 + 800 179 + 900 180 + 000 180 + 100 180 + 200 180 + 300 180 + 400 180 + 500 180 + 600 180 + 700 180 + 800 180 + 900 181 + 000 181 + 100 181 + 200 181 + 300 181 + 400 181 + 500 181 + 600 181 + 700 181 + 800 181 + 900 182 + 000 182 + 100 182 + 200 182 + 300 182 + 400 182 + 500 182 + 600 182 + 700 182 + 800 182 + 900 183 + 000 183 + 100 183 + 200 183 + 300 183 + 400 183 + 500 183 + 600 183 + 700 183 + 800 183 + 900 184 + 000 184 + 100 184 + 200 184 + 300 184 + 400 184 + 500 184 + 600 184 + 700 184 + 800 184 + 900 185 + 000 185 + 100 185 + 200 185 + 300 185 + 400 185 + 500 185 + 600 Horizontal Alignment R=6290.0 L=4022.2 L = 280 . 0 L=2666.3 L = 350 . 0 R=8220.0 L=2012.0 L = 350 . 0 Vertical Alignment L = 2331 . 2 G = 0 . 48 % L=773.1 R=56000.0 L = 1000 . 2 G = - 0 . 90 % L=504.0 R=-56000.0 L=3532.3 G=0.00% Existing Level 99 . 3 97 . 7 94 . 9 91 . 9 90 . 9 90 . 7 91 . 2 92 . 8 94 . 1 94 . 9 100 . 6 106 . 6 109 . 1 108 . 7 107 . 5 105 . 9 102 . 9 100 . 8 102 . 5 103 . 1 102 . 3 102 . 6 102 . 8 102 . 3 99 . 6 95 . 9 92 . 5 88 . 8 84 . 8 87 . 6 83 . 7 79 . 0 77 . 4 77 . 8 83 . 6 86 . 7 86 . 0 84 . 9 80 . 8 74 . 8 69 . 9 66 . 1 63 . 4 65 . 7 66 . 7 66 . 3 66 . 3 66 . 3 65 . 6 64 . 3 64 . 5 66 . 1 69 . 6 74 . 0 73 . 4 71 . 0 70 . 4 70 . 2 68 . 4 69 . 9 67 . 8 65 . 6 64 . 9 65 . 4 65 . 7 Proposed Level 82 . 3 82 . 7 83 . 2 83 . 7 84 . 2 84 . 7 85 . 1 85 . 6 86 . 1 86 . 6 87 . 1 87 . 5 88 . 0 88 . 5 89 . 0 89 . 5 89 . 9 90 . 4 90 . 9 91 . 4 91 . 9 92 . 3 92 . 7 92 . 8 92 . 8 92 . 6 92 . 2 91 . 7 90 . 9 90 . 0 89 . 1 88 . 2 87 . 3 86 . 4 85 . 5 84 . 6 83 . 7 82 . 8 81 . 9 81 . 1 80 . 4 79 . 8 79 . 5 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 79 . 3 + 2 . 9 + 6 . 1 + 2 . 4 + 5 . 4 + 9 . 2 + 9 . 9 + 8 . 6 + 1 . 9 + 1 . 1 + 6 . 3 + 10 . 5 + 13 . 7 + 16 . 1 + 13 . 6 + 12 . 6 + 13 . 0 + 13 . 0 + 13 . 0 + 13 . 7 + 15 . 0 + 14 . 8 + 13 . 2 + 9 . 7 + 5 . 3 + 5 . 9 + 8 . 3 + 8 . 9 + 9 . 1 + 10 . 9 + 9 . 4 + 11 . 5 + 13 . 7 + 14 . 4 + 13 . 9 + 13 . 6 Cut and Fill - 17 . 0 - 15 . 0 - 11 . 7 - 8 . 2 - 6 . 7 - 6 . 0 - 6 . 1 - 7 . 2 - 8 . 0 - 8 . 3 - 13 . 5 - 19 . 1 - 21 . 1 - 20 . 2 - 18 . 5 - 16 . 4 - 13 . 0 - 10 . 4 - 11 . 6 - 11 . 7 - 10 . 4 - 10 . 3 - 10 . 1 - 9 . 5 - 6 . 8 - 3 . 3 - 0 . 3 - 2 . 1 - 2 . 3 - 2 . 1 Design Speed 350km/h 400km/h 230km/h Ch . 181266 . 469 T P. 92 . 191 Ch . 182039 . 571 T P. 90 . 570 Ch . 183039 . 798 T P. 81 . 568 Ch . 183543 . 777 T P. 79 . 300 L=529.6 L = 156 . 1 R=7350.0 L=41.1 L=31.1 New HS2 Viaduct over Flood plain and Capper’s Lane 195m New HS2 Viaduct over Floodplain and Capper’s Lane New Possible Permanent Flats Lane Diversion over HS2 New HS2 Bridge over Road New HS2 Bridge over Whittington Common Road New Tamworth Road Bridge over HS2 New Possible Permanent Darnford Lane Diversion over HS2 New HS2 Viaduct over A38 & South Staffordshire LIne Railway 240m New HS2 Bridge over West Coast Main Line Railway Capper’s Lane A38 South Staffordshire Line Railway New HS2 Bridge over Road New HS2 Viaduct over A38 & South Staffordshire Line Railway New HS2 Bridge over Whittington Common Road New Possible Permanent Darnford Lane Diversion over HS2 New Possible Permanent Knox’s Grave Lane Diversion New Possible Permanent Flats Lane Diversion over HS2 New Tamworth Road Bridge over HS2 New HS2 Bridge over West Coast Main Line Railway 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 - 05030 F o r Co n t i nu a ti on Re f e r T o HS 2 - ARP - DR- RW - 05028 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 Whittington Heath to Streethay - 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 29 of 33
Plan and Profile
Rail
209742-00
HS2-ARP-00-DR-RW-05029 3.0
As Shown
/ /2212 11 CO
For Coordination
2.0 MP CL
/ /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
5029.d
gn
Approved
Approved
05
60
60
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
8080
8080
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
100100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
120
120
120
120
179+000
180+000
181+000
182+000
183+000
184+000
185+000
186+000
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0150.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0150.0
Chainage
179+200
179+300
179+400
179+500
179+600
179+700
179+800
179+900
180+000
180+100
180+200
180+300
180+400
180+500
180+600
180+700
180+800
180+900
181+000
181+100
181+200
181+300
181+400
181+500
181+600
181+700
181+800
181+900
182+000
182+100
182+200
182+300
182+400
182+500
182+600
182+700
182+800
182+900
183+000
183+100
183+200
183+300
183+400
183+500
183+600
183+700
183+800
183+900
184+000
184+100
184+200
184+300
184+400
184+500
184+600
184+700
184+800
184+900
185+000
185+100
185+200
185+300
185+400
185+500
185+600
Horizontal Alignment
R=6290.0
L=4022.2L=280.0L=2666.3
L=350.0R=8220.0
L=2012.0
L=350.0
Vertical Alignment L=2331.2
G=0.48%
L=773.1
R=56000.0L=1000.2
G=-0.90%
L=504.0
R=-56000.0
L=3532.3
G=0.00%
Existing Level 99.3
97.7
94.9
91.9
90.9
90.7
91.2
92.8
94.1
94.9
100.6
106.6
109.1
108.7
107.5
105.9
102.9
100.8
102.5
103.1
102.3
102.6
102.8
102.3
99.6
95.9
92.5
88.8
84.8
87.6
83.7
79.0
77.4
77.8
83.6
86.7
86.0
84.9
80.8
74.8
69.9
66.1
63.4
65.7
66.7
66.3
66.3
66.3
65.6
64.3
64.5
66.1
69.6
74.0
73.4
71.0
70.4
70.2
68.4
69.9
67.8
65.6
64.9
65.4
65.7
Proposed Level 82.3
82.7
83.2
83.7
84.2
84.7
85.1
85.6
86.1
86.6
87.1
87.5
88.0
88.5
89.0
89.5
89.9
90.4
90.9
91.4
91.9
92.3
92.7
92.8
92.8
92.6
92.2
91.7
90.9
90.0
89.1
88.2
87.3
86.4
85.5
84.6
83.7
82.8
81.9
81.1
80.4
79.8
79.5
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
79.3
+2.9
+6.1
+2.4
+5.4
+9.2
+9.9
+8.6
+1.9
+1.1
+6.3
+10.5
+13.7
+16.1
+13.6
+12.6
+13.0
+13.0
+13.0
+13.7
+15.0
+14.8
+13.2
+9.7
+5.3
+5.9
+8.3
+8.9
+9.1
+10.9
+9.4
+11.5
+13.7
+14.4
+13.9
+13.6
Cut and Fill -17.0
-15.0
-11.7
-8.2
-6.7
-6.0
-6.1
-7.2
-8.0
-8.3
-13.5
-19.1
-21.1
-20.2
-18.5
-16.4
-13.0
-10.4
-11.6
-11.7
-10.4
-10.3
-10.1
-9.5
-6.8
-3.3
-0.3
-2.1
-2.3
-2.1
Design Speed 350km/h400km/h230km/h
Ch.1
81266.4
69
TP.9
2.1
91
Ch.1
82039.5
71
TP.9
0.5
70
Ch.1
83039.7
98
TP.8
1.5
68
Ch.1
83543.7
77
TP.7
9.3
00
L=529.6L=156.1
R=7350.0
L=41.1
L=31.1
New HS2 Viaduct overFlood plain and Capper’sLane 195m
New HS2 Viaduct overFloodplain and Capper’s Lane
New Possible Permanent FlatsLane Diversion over HS2
New HS2 Bridgeover Road
New HS2 Bridge over WhittingtonCommon Road
New Tamworth RoadBridge over HS2
New Possible Permanent Darnford Lane Diversion over HS2
New HS2 Viaduct over A38 & South Staffordshire LIne Railway 240m
New HS2 Bridge over WestCoast Main Line Railway
Capper’s Lane
A38 South Staffordshire Line Railway
New HS2 Bridgeover Road
New HS2 Viaduct over A38 & South Staffordshire Line Railway
New HS2 Bridge overWhittington Common Road
New Possible Permanent DarnfordLane Diversion over HS2
New Possible Permanent Knox’sGrave Lane Diversion
New Possible Permanent FlatsLane Diversion over HS2
New Tamworth Road Bridgeover HS2
New HS2 Bridge over WestCoast Main Line Railway
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
5030
For C
ontin
uatio
n R
efer T
o H
S2-A
RP-D
R-R
W-0
5028
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
