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
Plan and Profile, Sheet 7 of 20
209742-00
HS2-ARP-00-DR-RW-05207 1.0
As Shown
West Midlands Drawings
/ /13 0112 CO MP CL
1.0
Rail
Post Consultation Route
\glo
bal\
midla
nds\jobs\2
09000\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
5207.d
gn
ApprovedApproved
M 6
10
The
Und
CR
M 42
Foot
Bridge
94.4m
Green Lane
Path (um)
Drain
Pond
90.5m
M 42
Gantry
M 42
Ponds
Path (um)
86.6m
79.6m
The Belt
5
86.0m
84.4m
GREEN LANE (Track)
83.5m
1
Pond
El Sub Sta
GILS
ON D
RIV
E
Drain
Pond
Drain
GIL
SO
N D
RIV
E
Track
El Sub Sta
Pond
Path (um)
M 4
2
Collects
Sinks76.5m
Gantry
Gantry
Mast
The Manor
1
The Lodge
El Sub Sta
3
Office Campus
Coleshill Manor
2
ED & W
ard B
dy
Co C
onst & M
et Dist B
dy
96
M 6
167
11
252
11
262
22
M 6
180
24
16
278
25
264
15
158
11
15
85
23
12
30
12
El
15
17
165
33
17
El
15
43
48
48
151
54
21
19
39
11
13
12
36
34
32
32
13
LB
71
2a
17
75
30
30
20
20
56
46
14
18
73
16
41
25
153
165
1a
141
55
19
12
45
55a
294
94
15 308
M 6
11
TCB
314
158
62
102
290
84
76
71
89
316
92
87
81
300
16
180
170
73
310
36
46
95
32
50
53
84
24
74
LB
34
94
64
109
48
62
123
135
54
60
56
58
50b
50
54
57
Und
CR
CH
CR
CR
Und
CR
CH
Und
Def
SP
CR
Def
BIRMIN
GHAM ROAD
Gantry
A 452
Twisted Oak Riding Stables
Lanchester Park
Hill Crescent
96.3m
Hill Crest
91.1m
WATER O
RTON ROAD
89.1m
89.6m
1
Subway
Bosworth’s Wood
2
A 452
HUMBER GROVE
9
3
1
9
Water Orton
Copth
orn
e
VE
SE
Y C
LO
SE
Farra
way
Primary School
JA
QU
ES
CL
OS
E
2
El Sub Sta
1
WE
LA
ND C
LO
SE
Tall T
rees
Tre
mezzo
Sha
mbles
1
Path
VICARAGE LANE
AVE
NU
E
The Green
8
2
83.5m
Rostre
vor
Sub Sta
Water Ort
on
3
WO
OD
LA
ND
S
ATTLEBORO L
ANE
7
Arden House
Wedge
wood
Primary
School
Vicara
ge
7
16
Pakefield
2
Arh
osea
Gle
nspean
Path
Sub Sta
White
7
Croft
Allotment Gardens
Craigle
var
Stella M
aris
3
Yew Tree House
9
1
81.7m
2
PLANK LANE
7
Path
M 42
Pond
96.4m
Pond
95.7m
Gantry
Gas Valve Compound
M 42
Gantry
92.2m
LANC
HESTE
R W
AY
Attleboro’ Farm
AT
TLE
BO
RO L
AN
E
2
9
86.2m
A 452
90.6m
1
91.0m
MYTTO
N
PL
AN
K L
A
84.1m
64 to 7
0
7
Hall
RO
AD
BIR
MIN
GH
AM R
OAD
B 4118
SMIT
HS W
AY
Ponds
M 4
2
Pond
Drain
M 42
Fenicia
Pond
Pond
Drain
Lodge
M 42
M 42
Gilson
Gantry
Willow
Barn
Oak Barn
1
5
Weland Court
7 to 12
1 to 6
Track
Gantry
Gantry
Co Const, Met Dist & CP Bdy
Boro Const Bdy
Boro C
onst & M
et Dist B
dy
Co C
onst B
dy
Ward B
dy
Co Const & Met Dist Bdy
Co C
onst & Met D
ist Bdy
ED a
nd W
ard B
dy
ED and Ward Bdy
1.22m R
H
Co C
onst & Met Dist B
dy
1.22m
RH
1.22m RH
2+40
0
2+600
2+800
3+000
3+200
3+400
3+600
3+800
4+000
162+400
162+600
162+800163+000
163+200
163+400
163+600
163+800
164+000
164+200
164+400
164+600
164+800
165+000
165+200
New Possible Permanent
Attleborough Lane
Diversion Under HS2 Up
South and Down South lines
Birmingham
Down N
orth line
Up N
orth line
Existing M6/M42 Slip Level
(Information Provided by Highways Agency)
For Continuation Refer toHS2-ARP-00-DR-RW-05209
Manchester
New HS2 Up South and Down SouthBox Culvert over Green Lane
New HS2 Up South and Down South Viaduct over M42 and Attleborough Lane 100m
Up South Line
New HS2 Viaduct carrying Up SouthLine over Up and Down North Lines 230m
HS2 Up Line
HS2 Down Line
Down South Line
Up North and Down North lines
New Possible Permanent Gilson Drive Diversion
London
Up South line
Down South line
New HS2 Up South and Down South linesBox Culvert over Green Lane
New Possible PermanentAttleborough LaneDiversion Under HS2 UpSouth and Down South lines
Retaining Walls betweenUp South and other lines
New HS2 Viaduct carrying Up South lineover Up North and Down North lines
New HS2 Up South and Down South linesViaduct over M42 and Attleborough Lane
162+
400
162+
600
162+
800
163+
000
163+
200
N
R=1300.000
L=2258.253
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0105.0
70.0
75.0
80.0
85.0
90.0
95.0
100.0
105.0105.0
Chainage
162+500.0
00
162+520.0
00
162+540.0
00
162+560.0
00
162+580.0
00
162+600.0
00
162+620.0
00
162+640.0
00
162+660.0
00
162+680.0
00
162+700.0
00
162+720.0
00
162+740.0
00
162+760.0
00
162+780.0
00
162+800.0
00
162+820.0
00
162+840.0
00
162+860.0
00
162+880.0
00
162+900.0
00
162+920.0
00
162+940.0
00
162+960.0
00
162+980.0
00
163+000.0
00
163+020.0
00
163+040.0
00
163+060.0
00
163+080.0
00
163+100.0
00
163+120.0
00
163+140.0
00
163+160.0
00
163+180.0
00
163+200.0
00
163+220.0
00
163+240.0
00
163+260.0
00
163+280.0
00
163+300.0
00
163+320.0
00
163+340.0
00
163+360.0
00
163+380.0
00
163+400.0
00
163+420.0
00
163+440.0
00
163+460.0
00
163+480.0
00
163+500.0
00
163+520.0
00
163+540.0
00
163+560.0
00
163+580.0
00
163+600.0
00
163+620.0
00
163+640.0
00
163+660.0
00
163+680.0
00
163+700.0
00
163+720.0
00
163+740.0
00
163+760.0
00
163+780.0
00
163+800.0
00
163+820.0
00
163+840.0
00
163+860.0
00
163+880.0
00
163+900.0
00
163+920.0
00
163+940.0
00
163+960.0
00
163+980.0
00
164+000.0
00
164+020.0
00
164+040.0
00
164+060.0
00
164+080.0
00
164+100.0
00
164+120.0
00
164+140.0
00
164+160.0
00
164+180.0
00
164+200.0
00
164+220.0
00
164+240.0
00
164+260.0
00
164+280.0
00
164+300.0
00
164+320.0
00
164+340.0
00
164+360.0
00
164+380.0
00
164+400.0
00
164+420.0
00
164+440.0
00
164+460.0
00
164+480.0
00
164+500.0
00
164+520.0
00
164+540.0
00
164+560.0
00
164+580.0
00
164+600.0
00
164+620.0
00
164+640.0
00
164+660.0
00
164+680.0
00
164+700.0
00
164+720.0
00
164+740.0
00
164+760.0
00
164+780.0
00
164+800.0
00
164+820.0
00
164+840.0
00
164+860.0
00
164+880.0
00
164+900.0
00
164+920.0
00
164+940.0
00
164+960.0
00
164+980.0
00
165+000.0
00
R=2250.000
L=2198.301
L=250.000L=719.567
L=156.135
L=239.895
R=-20000.000
L=452.442G=1.515%
L=650.531
R=20000.000
L=362.667
G=-1.738%
L=352.744
R=-20000.000
L=563.046G=0.026%
Existing Level
82.3
78
82.7
07
83.0
45
83.5
25
83.8
96
84.1
70
84.6
34
85.0
82
84.9
64
84.6
42
84.3
34
84.0
43
83.9
01
83.8
66
83.7
25
83.6
96
83.6
70
83.6
66
83.8
15
83.9
66
84.1
19
84.4
42
84.7
57
85.0
45
85.2
35
85.4
15
85.5
96
85.7
42
85.8
46
85.9
72
86.1
00
86.2
44
86.4
11
86.5
94
86.7
43
86.8
25
86.6
30
86.4
36
86.4
02
86.5
28
86.5
50
86.5
69
86.2
50
85.9
99
85.7
50
85.5
00
85.4
62
85.4
92
85.5
23
85.6
77
85.8
58
86.0
35
86.1
29
86.3
06
86.5
64
86.4
45
86.3
44
86.2
28
86.1
36
86.0
70
85.9
97
86.0
14
86.1
19
86.2
25
86.3
72
86.5
51
86.4
83
86.5
12
86.5
35
86.5
60
86.6
75
86.8
02
86.8
87
86.8
26
86.7
69
86.6
94
86.4
63
86.1
94
85.9
36
85.7
10
85.4
56
85.3
15
85.2
18
85.2
36
85.3
45
85.3
85
85.5
90
85.9
36
86.2
82
86.2
93
86.2
24
86.1
28
85.7
42
85.3
46
85.1
40
85.3
34
85.5
99
86.3
98
87.4
00
88.3
40
89.3
73
90.4
16
91.2
31
91.2
73
91.3
14
91.2
54
90.9
00
90.2
69
89.6
14
88.8
64
88.0
90
88.0
25
87.7
81
87.6
22
87.8
09
88.0
21
88.5
70
89.4
92
90.4
13
91.0
95
91.1
84
91.1
94
91.6
02
92.2
57
92.8
83
93.4
60
82.9
76
83.0
89
83.2
22
83.3
75
83.5
48
83.7
41
83.9
54
84.1
87
84.4
40
84.7
13
85.0
06
85.3
09
85.6
12
85.9
15
86.2
18
86.5
21
86.8
24
87.1
27
87.4
30
87.7
33
88.0
37
88.3
40
88.6
43
88.9
46
89.2
49
89.5
52
89.8
55
90.1
58
90.4
61
90.7
64
91.0
67
91.3
70
91.6
73
91.9
75
92.2
60
92.5
26
92.7
71
92.9
97
93.2
02
93.3
88
93.5
53
93.6
99
93.8
24
93.9
30
94.0
15
94.0
81
94.1
26
94.1
52
94.1
57
94.1
43
94.1
08
94.0
53
93.9
79
93.8
84
93.7
70
93.6
35
93.4
81
93.3
06
93.1
12
92.8
97
92.6
63
92.4
08
92.1
34
91.8
39
91.5
25
91.1
90
90.8
43
90.4
95
90.1
48
89.8
00
89.4
52
89.1
05
88.7
57
88.4
10
88.0
62
87.7
15
87.3
67
87.0
19
86.6
72
86.3
24
85.9
77
85.6
29
85.2
82
84.9
34
84.5
92
84.2
68
83.9
65
83.6
82
83.4
19
83.1
75
82.9
52
82.7
49
82.5
66
82.4
03
82.2
59
82.1
36
82.0
33
81.9
50
81.8
87
81.8
44
81.8
20
81.8
17
81.8
22
81.8
28
81.8
33
81.8
38
81.8
43
81.8
48
81.8
54
81.8
59
81.8
64
81.8
69
81.8
75
81.8
80
81.8
85
81.8
90
81.8
95
81.9
01
81.9
06
81.9
11
81.9
16
81.9
22
81.9
27
81.9
32
81.9
37
81.9
43
+0.5
98
+0.3
82
+0.1
77
+0.0
71
+0.6
72
+1.2
66
+1.7
11
+2.0
49
+2.4
93
+2.8
25
+3.1
54
+3.4
61
+3.6
15
+3.7
67
+3.9
18
+3.8
98
+3.8
86
+3.9
01
+4.0
14
+4.1
37
+4.2
59
+4.4
16
+4.6
15
+4.7
92
+4.9
67
+5.1
26
+5.2
62
+5.3
81
+5.5
17
+5.7
01
+6.1
41
+6.5
61
+6.8
00
+6.8
60
+7.0
03
+7.1
30
+7.5
74
+7.9
31
+8.2
65
+8.5
81
+8.6
64
+8.6
60
+8.6
34
+8.4
66
+8.2
50
+8.0
18
+7.8
50
+7.5
78
+7.2
06
+7.1
90
+7.1
37
+7.0
78
+6.9
76
+6.8
27
+6.6
66
+6.3
94
+6.0
15
+5.6
14
+5.1
53
+4.6
39
+4.3
60
+3.9
83
+3.6
13
+3.2
40
+2.7
77
+2.3
03
+1.8
70
+1.5
84
+1.2
93
+1.0
21
+0.9
04
+0.8
25
+0.7
36
+0.6
14
+0.5
21
+0.3
14
+0.0
64
-0.1
50
-0.3
48
-0.4
29
-0.6
80
-0.8
95
-0.5
24
-0.3
02
-0.7
53
-1.1
17
-1.6
25
-2.2
54
-2.8
63
-3.1
18
-3.2
72
-3.3
79
-3.1
76
-2.9
43
-2.8
81
-3.1
98
-3.5
66
-4.4
48
-5.5
13
-6.4
96
-7.5
53
-8.5
99
-9.4
09
-9.4
45
-9.4
81
-9.4
16
-9.0
57
-8.4
21
-7.7
60
-7.0
05
-6.2
26
-6.1
56
-5.9
06
-5.7
42
-5.9
24
-6.1
31
-6.6
75
-7.5
91
-8.5
07
-9.1
84
-9.2
68
-9.2
72
-9.6
75
-10.3
25
-10.9
46
-11.5
17
230km/h
Ch.1
62700.0
28
TP.8
5.0
06
Ch.1
63152.4
70
TP.9
1.8
62
Ch.1
63803.0
00
TP.9
1.1
38
Ch.1
64165.6
67
TP.8
4.8
35
Ch.1
64518.4
12
TP.8
1.8
17
Down SouthHorizontal Alignment
Down SouthVertical Alignment
Down SouthProposed Level
Down SouthCut and Fill
Up and DownDesign Speed:
Ch.1
62631.9
18
TP.8
4.4
09
Ch.1
63121.9
18
TP.9
1.8
34
Ch.1
63531.9
18
TP.9
3.8
43
Ch.1
64287.9
18
TP.8
9.7
99
Ch.1
64481.2
68
TP.8
7.3
04
Ch.1
64613.9
51
TP.8
4.5
90
Ch.1
64879.1
17
TP.8
1.9
12
R=2405.000
L=2560.625
L=210.000L=593.091
L=156.135
L=268.348
R=-20000.000
L=490.000G=1.515%
L=410.000
R=20000.000
L=756.000
G=-0.535%
L=193.350
R=12800.000L=13
2.684
G=-2.046%
L=265.166
R=-12800.000
L=198.000G=0.026%
82.8
46
83.0
27
83.2
28
83.4
49
83.6
90
83.9
51
84.2
32
84.5
32
84.8
35
85.1
38
85.4
41
85.7
44
86.0
47
86.3
50
86.6
53
86.9
56
87.2
59
87.5
62
87.8
65
88.1
68
88.4
71
88.7
74
89.0
78
89.3
81
89.6
84
89.9
87
90.2
90
90.5
93
90.8
96
91.1
99
91.5
02
91.8
05
92.1
00
92.3
75
92.6
30
92.8
65
93.0
80
93.2
75
93.4
49
93.6
04
93.7
39
93.8
54
93.9
49
94.0
24
94.0
79
94.1
14
94.1
29
94.1
24
94.0
99
94.0
54
93.9
89
93.9
04
93.8
00
93.6
93
93.5
86
93.4
79
93.3
72
93.2
65
93.1
58
93.0
51
92.9
44
92.8
37
92.7
30
92.6
23
92.5
16
92.4
09
92.3
02
92.1
95
92.0
88
91.9
81
91.8
74
91.7
67
91.6
60
91.5
53
91.4
46
91.3
39
91.2
32
91.1
25
91.0
18
90.9
11
90.8
04
90.6
97
90.5
90
90.4
83
90.3
76
90.2
69
90.1
62
90.0
55
89.9
48
89.8
42
89.7
29
89.5
87
89.4
15
89.2
11
88.9
75
88.7
09
88.4
11
88.0
82
87.7
22
87.3
30
86.9
21
86.5
12
86.1
03
85.6
93
85.2
84
84.8
75
84.4
67
84.0
83
83.7
30
83.4
09
83.1
19
82.8
60
82.6
32
82.4
35
82.2
70
82.1
36
82.0
33
81.9
62
81.9
21
81.9
12
81.9
18
81.9
23
81.9
28
81.9
33
81.9
38
81.9
44
Up SouthHorizontal Alignment
Up South Vertical Alignment
Up SouthProposed Level
Up and Down NorthDesign Speed
170km/h
Ch.2
402.7
89
TP.8
5.7
45
Ch.2
811.6
09
TP.8
1.6
73
L=296.215 L=299.218 L=200.000
L=408.820
R=-20000.000L=219.8
36
G=-2.018%L=3380.479
G=0.026%
Down NorthHorizontal Alignment
Down NorthVertical Alignment
Down NorthProposed Level 8
6.2
05
85.8
01
85.4
05
85.0
28
84.6
72
84.3
36
84.0
19
83.7
23
83.4
46
83.1
90
82.9
54
82.7
37
82.5
41
82.3
64
82.2
08
82.0
72
81.9
55
81.8
59
81.7
82
81.7
26
81.6
90
81.6
73
81.6
75
81.6
80
81.6
86
81.6
91
81.6
96
81.7
01
81.7
06
81.7
12
81.7
17
81.7
22
81.7
27
81.7
33
81.7
38
81.7
43
81.7
48
81.7
54
81.7
59
81.7
64
81.7
69
81.7
74
81.7
80
81.7
85
81.7
90
81.7
95
81.8
01
81.8
06
81.8
11
81.8
16
81.8
21
81.8
27
81.8
32
81.8
37
81.8
42
81.8
48
81.8
53
81.8
58
81.8
63
81.8
68
81.8
74
81.8
79
81.8
84
81.8
89
81.8
95
81.9
00
81.9
05
81.9
10
81.9
16
81.9
21
81.9
26
81.9
31
81.9
36
81.9
42
PlanScale 1:2500
ProfileScale H 1:2500 V 1:250
N
For Continuation R
efer To
HS2-AR
P-00-DR-R
W-05209
To Birmingham
To London
To Manchester
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
For
Continuation R
efer
To H
S2-A
RP-0
0-D
R-R
W-0
5208
For C
ontin
uatio
n R
efer T
o H
S2-A
RP-0
0-D
R-R
W-0
5204
A0 A
1
B C D E F G H I J K L M N O P Q R S T U V W
Drawing No
Drawing Status
Discipline
Scale at A0
Job No
Issue
Drawing Title
Issue Date By Chkd Appd
Job TitleClient
2
3
4
5
6
7
8
9
10
11
12
13
14
15
' Arup
' Crown copyright and database rights 2011 Ordnance Survey 10049190
0.05 Metres at 1:1 (Scale with caution as distortion can occur)0.040.02 0.030 0.01
Railway
Embankment
Highway
Embankment
Highway
Cutting
Railway
Cutting
Recommended
