Route from Chelmsley Wood to Dunton - 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 26 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05026 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 - 05026 . dgn Approved Approved 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 80 80 80 80 80 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 80 80 80 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 80 80 8 0 8 0 80 8 0 80 8 0 80 80 80 80 80 8 0 80 80 80 80 80 80 80 80 80 8 0 80 80 80 80 80 80 8 0 80 80 80 80 80 80 80 8 0 8 0 80 80 80 80 80 80 80 80 100 10 0 100 10 0 100 100 1 0 0 100 100 1 00 100 100 100 1 00 100 100 10 0 100 100 10 0 10 0 10 0 100 100 100 100 100 10 0 100 1 0 0 100 100 100 1 00 100 100 100 100 100 100 1 00 100 100 100 100 100 100 100 100 100 100 100 1 00 100 100 1 00 1 0 0 10 0 1 00 100 1 0 0 10 0 100 100 1 0 0 100 160 + 000 1 62 + 00 0 163 + 000 164 + 000 165 + 000 166 + 000 167 + 000 1 6 0 + 7 0 6 1 61 + 00 0 16 2 + 000 163 + 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 160 + 000 160 + 100 160 + 200 160 + 300 160 + 400 160 + 500 160 + 600 160 + 700 160 + 800 160 + 900 161 + 000 161 + 100 161 + 200 161 + 300 161 + 400 161 + 500 161 + 600 161 + 700 161 + 800 161 + 900 162 + 000 162 + 100 162 + 200 162 + 300 162 + 400 162 + 500 162 + 600 162 + 700 162 + 800 162 + 900 163 + 000 163 + 100 163 + 200 163 + 300 163 + 400 163 + 500 163 + 600 163 + 700 163 + 800 163 + 900 164 + 000 164 + 100 164 + 200 164 + 300 164 + 400 164 + 500 164 + 600 164 + 700 164 + 800 164 + 900 165 + 000 165 + 100 165 + 200 165 + 300 165 + 400 165 + 500 165 + 600 165 + 700 165 + 800 165 + 900 166 + 000 166 + 100 166 + 200 166 + 300 166 + 400 Horizontal Alignment R=4509.1 L=1282.0 L = 32 0 . 3 L=950.5 L = 350 . 0 R=5264.5 L=250.0 L = 350 . 0 L=4830.0 Vertical Alignment L = 1 7 8 5 . 6 G= - 0 . 04 % L=215.4 R=56000.0 L = 2925 . 0 G = - 0 . 42 % L=286.5 R=-56000.0 L = 36 6 5 . 9 G = 0 . 09 % Existing Level 100 . 5 94 . 8 93 . 4 91 . 1 85 . 8 86 . 0 87 . 1 86 . 4 84 . 3 82 . 1 78 . 7 78 . 2 77 . 8 79 . 1 80 . 2 79 . 8 80 . 0 84 . 3 85 . 1 82 . 4 78 . 2 74 . 8 75 . 3 75 . 3 75 . 7 78 . 2 78 . 8 80 . 3 77 . 7 76 . 8 77 . 7 80 . 6 83 . 6 89 . 9 91 . 5 92 . 4 93 . 8 94 . 4 85 . 2 80 . 9 78 . 1 76 . 9 76 . 7 76 . 1 75 . 3 76 . 9 73 . 7 74 . 7 73 . 7 74 . 3 76 . 6 77 . 6 79 . 1 81 . 5 82 . 9 83 . 2 83 . 0 84 . 1 86 . 8 89 . 8 93 . 9 98 . 4 101 . 5 102 . 8 102 . 9 Proposed Level 97 . 6 97 . 6 97 . 4 97 . 0 96 . 6 96 . 2 95 . 8 95 . 3 94 . 9 94 . 5 94 . 1 93 . 6 93 . 2 92 . 8 92 . 4 91 . 9 91 . 5 91 . 1 90 . 7 90 . 2 89 . 8 89 . 4 89 . 0 88 . 5 88 . 1 87 . 7 87 . 3 86 . 8 86 . 4 86 . 0 85 . 6 85 . 1 84 . 7 84 . 4 84 . 2 84 . 2 84 . 2 84 . 3 84 . 4 84 . 5 84 . 6 84 . 7 84 . 8 84 . 9 84 . 9 85 . 0 85 . 1 85 . 2 85 . 3 85 . 4 85 . 5 85 . 5 85 . 6 85 . 7 85 . 8 85 . 9 86 . 0 86 . 1 86 . 2 86 . 2 86 . 3 86 . 4 86 . 5 86 . 6 86 . 7 + 2 . 8 + 4 . 0 + 5 . 9 + 10 . 8 + 10 . 2 + 8 . 7 + 8 . 9 + 10 . 6 + 12 . 4 + 15 . 4 + 15 . 4 + 15 . 4 + 13 . 7 + 12 . 2 + 12 . 1 + 11 . 5 + 6 . 8 + 5 . 6 + 7 . 8 + 11 . 6 + 14 . 6 + 13 . 7 + 13 . 2 + 12 . 4 + 9 . 5 + 8 . 5 + 6 . 5 + 8 . 7 + 9 . 2 + 7 . 9 + 4 . 5 + 1 . 1 + 3 . 6 + 6 . 5 + 7 . 8 + 8 . 1 + 8 . 8 + 9 . 6 + 8 . 1 + 11 . 4 + 10 . 5 + 11 . 6 + 11 . 1 + 8 . 9 + 7 . 9 + 6 . 5 + 4 . 2 + 2 . 9 + 2 . 7 + 3 . 0 + 2 . 0 Cut and Fill - 2 . 9 - 5 . 5 - 7 . 3 - 8 . 2 - 9 . 6 - 10 . 1 - 0 . 8 - 0 . 6 - 3 . 6 - 7 . 6 - 12 . 0 - 15 . 0 - 16 . 2 - 16 . 2 Design Speed 315km/h 320km/h 400km/h Ch . 160075 . 814 T P. 97 . 580 Ch . 160291 . 247 T P. 97 . 079 Ch . 163216 . 253 T P. 84 . 648 Ch . 163502 . 712 T P. 84 . 163 N e wH S 2 B r i dg e ov e r E x i s ti ng R a il w a y 20 m N e wH S 2 V i a du c t ov e r Flood Plain 110m New HS2 Bridge over A446 N e wH S 2 V i a du c t ov e r F l ood P l a i n a nd E x i s ti ng R a il w a y 325 m New HS2 Viaduct over Flood Plain and Existing Railway New HS2 Viaduct over Floodplain New HS2 Viaduct over Flood Plain New HS2 Viaduct over Flood Plains, M42 and new Up Birmingham Line 2030m New HS2 Viaduct over M42 205m M42 New Possible Permanent Roundabout Possible Road Closure N e wP o ss i b l e P e r m a n e n t M a no r D r i v e D i v e r s i on und e r H S 2 Birmingham Road N e wP o ss i b l e P e r m a n e n t F a r a d a y A v e nu e D i v e r s i on over HS2 N e wP o ss i b l e P e r m a n e n t G il s on R o a d D i v e r s i on over HS2 New Possible Permanent Green Lane Diversion New Possible Permanent Gilson Drive Diversion New HS2 Viaduct over Flood Plains, M42 and New Up Birmingham Line New Permanent Manor Drive Diversion under HS2 New Possible Permanent Attleborough Lane Diversion under HS2 New HS2 Viaducts over Flood Plain New Possible Permanent Gilson Road Diversion over HS2 New Possible Permanent Faraday Avenue Diversion over HS2 New HS2 Bridges to carry New Birmingham Lines over M42 / M6 Slip Roads New HS2 Viaduct to carry Down Spur Line over M42, A446 & Existing Railway New HS2 Viaduct over M42 New HS2 Bridge over A446 Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Co n ti n u a t i on Re f e r T o HS 2 - ARP - DR- RW - 05025 F o r Con ti nu a ti on Re f e r T o HS 2 - ARP - DR- RW - 05027 F o r Con ti nu a ti o n Re f e r T o HS 2 - ARP - DR- RW - 050 31 For Continuation Refer To H S 2 - A R P - 0 0 - D R - R W - 05 03 1 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 Chelmsley Wood to Dunton - 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 26 of 33
Plan and Profile
Rail
209742-00
HS2-ARP-00-DR-RW-05026 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
5026.d
gn
Approved
Approved
80
80
80
80
80
8080
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
80
80
80
80 80
80
80
80
80
80
8080
80
80
80
80
80
80
80 8
0
80
80
80
80
80
808
0
80
80
80
80
80
80
80
80
80
80
80
8080
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
8080
80
80
80
80
80
8080
80
80
80
80
80
80
80
80
80
80
80
8080
80
80
80
80
80
80
80
80
80
80
8080
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
100100
100
100
100100100
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
100
160+000
162+000
163+000
164+000
165+000
166+000
167+000
160+706
161+000
162+000
163+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
160+000
160+100
160+200
160+300
160+400
160+500
160+600
160+700
160+800
160+900
161+000
161+100
161+200
161+300
161+400
161+500
161+600
161+700
161+800
161+900
162+000
162+100
162+200
162+300
162+400
162+500
162+600
162+700
162+800
162+900
163+000
163+100
163+200
163+300
163+400
163+500
163+600
163+700
163+800
163+900
164+000
164+100
164+200
164+300
164+400
164+500
164+600
164+700
164+800
164+900
165+000
165+100
165+200
165+300
165+400
165+500
165+600
165+700
165+800
165+900
166+000
166+100
166+200
166+300
166+400
Horizontal Alignment
R=4509.1
L=1282.0L=320.3L=950.5
L=350.0R=5264.5
L=250.0L=350.0L=4830.0
Vertical Alignment
L=1785.6
G=-0.04
%L=215.4
R=56000.0
L=2925.0
G=-0.42%
L=286.5
R=-56000.0
L=3665.9
G=0.09%
Existing Level 100.5
94.8
93.4
91.1
85.8
86.0
87.1
86.4
84.3
82.1
78.7
78.2
77.8
79.1
80.2
79.8
80.0
84.3
85.1
82.4
78.2
74.8
75.3
75.3
75.7
78.2
78.8
80.3
77.7
76.8
77.7
80.6
83.6
89.9
91.5
92.4
93.8
94.4
85.2
80.9
78.1
76.9
76.7
76.1
75.3
76.9
73.7
74.7
73.7
74.3
76.6
77.6
79.1
81.5
82.9
83.2
83.0
84.1
86.8
89.8
93.9
98.4
101.5
102.8
102.9
Proposed Level 97.6
97.6
97.4
97.0
96.6
96.2
95.8
95.3
94.9
94.5
94.1
93.6
93.2
92.8
92.4
91.9
91.5
91.1
90.7
90.2
89.8
89.4
89.0
88.5
88.1
87.7
87.3
86.8
86.4
86.0
85.6
85.1
84.7
84.4
84.2
84.2
84.2
84.3
84.4
84.5
84.6
84.7
84.8
84.9
84.9
85.0
85.1
85.2
85.3
85.4
85.5
85.5
85.6
85.7
85.8
85.9
86.0
86.1
86.2
86.2
86.3
86.4
86.5
86.6
86.7
+2.8
+4.0
+5.9
+10.8
+10.2
+8.7
+8.9
+10.6
+12.4
+15.4
+15.4
+15.4
+13.7
+12.2
+12.1
+11.5
+6.8
+5.6
+7.8
+11.6
+14.6
+13.7
+13.2
+12.4
+9.5
+8.5
+6.5
+8.7
+9.2
+7.9
+4.5
+1.1
+3.6
+6.5
+7.8
+8.1
+8.8
+9.6
+8.1
+11.4
+10.5
+11.6
+11.1
+8.9
+7.9
+6.5
+4.2
+2.9
+2.7
+3.0
+2.0
Cut and Fill -2.9
-5.5
-7.3
-8.2
-9.6
-10.1
-0.8
-0.6
-3.6
-7.6
-12.0
-15.0
-16.2
-16.2
Design Speed 315km/h320km/h400km/h
Ch.1
60075.8
14
TP.9
7.5
80
Ch.1
60291.2
47
TP.9
7.0
79
Ch.1
63216.2
53
TP.8
4.6
48
Ch.1
63502.7
12
TP.8
4.1
63
New HS2 Bridge over Existing Railway 20m
New HS2 Viaduct over Flood Plain 110m
New HS2 Bridge
over A446
New HS2 Viaduct over Flood Plain and Existing Railway 325m
New HS2 Viaduct over Flood Plain and Existing Railway
New HS2 Viaduct overFloodplain
New HS2 Viaduct
over Flood Plain
New HS2 Viaduct over Flood Plains, M42 and new Up Birmingham Line 2030mNew HS2 Viaductover M42 205m
M42
New PossiblePermanentRoundabout
Possible Road Closure
New Possible Permanent Manor Drive
Diversion under HS2
Birmingham Road
New Possible Permanent
Faraday Avenue Diversion
over HS2
New Possible Permanent
Gilson Road Diversion
over HS2
New Possible Permanent Green Lane Diversion
New Possible Permanent
Gilson Drive Diversion
New HS2 Viaduct over Flood Plains,
M42 and New Up Birmingham Line
New Permanent Manor Drive
Diversion under HS2
New Possible Permanent
Attleborough Lane
Diversion under HS2
New HS2 Viaducts over Flood Plain
New Possible Permanent
Gilson Road Diversion
over HS2
New Possible Permanent
Faraday Avenue Diversion
over HS2
New HS2 Bridges to carry New Birmingham Lines over M42 / M6 Slip Roads
New HS2 Viaduct
to carry Down Spur
Line over M42, A446
& Existing Railway
New HS2
Viaduct
over M42
New HS2 Bridge over A446
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
5025
For
Continuation R
efer
To H
S2-A
RP-D
R-R
W-0
5027
For
Continuation R
efer
To
HS2-A
RP-D
R-R
W-0
5031
For Continuation Refer To HS2-ARP-00-DR-RW-05031
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
