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m 0 . 0 8
0m 80.
80. 0m
80 .0 m
1 0 0 .0 m
590601 110DPPT-
80 .0 m
80. 0m
0m 0. 10
0m 0. 10
10 0. 0m
Indicative extent ofM42
1 0 0 . 0 m
B
R M M D1ng C32 wi a r D o t er on Ref i nuat i nt ForCo
8+758 8+758
HS2 cut and cover tunnel
8 0 . 0 m
0m 0. 10
temporary realignment
1 0 0. 0m
m 0 . 0 8
m .0 0 8
m 0 . 0 0 1
8 0 . 0 m
0m 0. 10
100. 0m
8+000
7+000
8 0 . 0 m
Indicative extent of A5 realignment to cross over HS2
6+000
5+000
4+000
1 0 0 . 0 m
ForCont i nuat i on Ref ert o Dr awi ng C321M M DRTDPP110590101
0m . 80
80 . 0m
1 0 0 . 0 m
Plan
HSL01
HSL06
Scale 1:10,000 @ A1
170
170
160
160
150
150 Whateley Lane
Overwoods
140
140
Road
130
130 HS2 cut and cover tunnel - 230m
120
120 A5
110
Green Lane
110
80
60
70
TP.80. 5
CH. 8299. 7
TP.87. 8
CH. 7591. 1
70
TP.95. 2
80
90 CH. 7208. 8
90
TP.102. 7
100 CH. 6628. 3
100
60
50
50 Kettle Brook
40
200
500
1000
0
10
20
8+758 8758. 4
8+700
97. 2 80. 0 17. 2
96. 9 80. 0 16. 9
96. 3 80. 1 16. 2
95. 7 80. 3 15. 4
94. 6 80. 4 14. 2
93. 6 80. 5 13. 1
94. 0 80. 7 13. 3
92. 5 81. 2 11. 3
90. 7 82. 0 8. 7
91. 2 83. 0 8. 2
91. 2
91. 9
84. 3
5. 1
6. 9
87. 6
0. 8
85. 8
89. 5
+3. 6
6. 1
91. 5
+1. 0
92. 7
93. 4
0. 8
90. 3
95. 3
2. 7
360km/h
8+600
8+500 8461. 0
8+400
8+300
8+200
8+100
8+000
7+900
7+800
7+700
7+600
7+500
7+400
97. 1
3. 4
87. 9
98. 7
5. 9
92. 4
96. 1
100. 1
6. 6
99. 8
102. 1
101. 3
7. 9
106. 0
102. 2
8. 8
107. 9
102. 9
9. 4
110. 1
103. 6
11. 0
111. 7
7+300
7+200
7+100 7096. 7
7+000
6+900
6+800
6+700 6726. 7
6+600
6+500
104. 2
10. 0
113. 0
104. 9
9. 5
115. 2
105. 5
Cut and Fill
50
L = 4 5 8 . 7 G= 0 . 1 1 3 %
R=-38800.0
106. 2
114. 9
R=45400.0
L=297.4 L=708.6
11. 1
115. 0
L = 3 8 2 . 3 G= 1 . 9 3 9 %
L=580.5
106. 9
117. 3
L=1364.2
10. 3
117. 2
R=-9030.0
Proposed Level
Design Speed
100
L = 3 7 0 . 0
L = 9 9 7 . 0 G= 0 . 6 6 0 %
Vertical Alignment
0
6+400
L=2739.7
Horizontal Alignment
Existing Level
6+300
20
6+200
20
6+100
30
6+000
30
Chainage
METRES @ 1:10000
40
400km/h
100
Profile
METRES @ 1:1000
Scale H:1:10,000 V:1:1000 @ A1
Client's Comments Addressed
JV
AR
MM
HS2 accepts no responsibility for any circumstances which arise from
P02
the reproduction of this document after alteration, amendment or abbreviation 11/07/17
First Issue
JV
11/07/17
AR
11/07/17
MM © Crown Copyright and database right 2017. All rights reserved.
28/06/17
28/06/17
Ordnance Survey Licence number 100049190
© Crown Copyright material is reproduced with the permission of Land Registry under delegated authority from the Controller of HMSO.
Key Environmental Features Legend World Heritage Site
Scheduled Monuments
Track Centrelines
Registered Parks and Gardens
Viaduct
Special Areas of Conservation
Historical Battlefields
Tunnel
Special Protection Areas
Active and/or Authorised Landfill
Existing Railway Connection
SSSI
Historical Landfill
HS2 Connection
Flood Zones
Fully Retained Cutting/Fill Major Contour
Area of Outstanding Natural
This material was last updated on 2017 and may not be copied, distributed,
Beauty
sold or published without the formal permission of Land Registry.
National Park
Only an official copy of a title plan or register obtained from the Land Registry may be used for legal or other official purposes.
Major Development Sites Additional Development Sites
Scale with caution as distortion can occur. Rev
Description
Drawn
Checked
Con App
Legend
Ramsar
National Nature Reserves
HS2 App
Project/Contract
Zone
Leeds Leg South
or if it is issued in part or issued incompletely in any way.
P01 28/06/17
Legends/Notes:
10
Listed Building Grade I
West Midlands to Leeds Route
Registered in England
Engineering Earthworks
Registration No. 06791686
Design Stage
Discipline/Function
Registered office: 2 Snow Hill,
Railway Cutting
Post-Consultation
Queensway,
Railway Track
Birmingham, B4 6GA Drawing Title
Drawn
Checked
JV
Railway Embankment
Date
Track Profile
Listed Building Grade II
Minor Contour
HS2 Depot/Station
Node
Operational Boundary
AR
MM
HSL01
Ground Profile
Listed Building Grade II*
Approved
2017 Preferred Route Creator/Originator
Sheet 2 of 2 Mott MacDonald
Scale
06/06/2017
Size
1:10000
Drawing No.
C321-MMD-RT-DPP-110-590102
A1 Rev.
P02
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