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0m 1 0 0 . 0 m 100. 0m 100. 0m 100. 0m 1 00 . 0 m 100. 0m 100. 0m 1 0 0 . 0 m 100. 0m 1 0 0 . 0 m 1 00 . 0 m 100. 0m 1 0 0 . 0 m 1 00 . 0 m 100.0m 100. 0m 100. 0m 1 00 . 0 m 100. 0m 100. 0m 1 0 0 . 0 m 100. 0m 100. 0m 100. 0m 1 0 0 . 0 m 100. 0m 100 . 0 m 100. 0m 100100. 0m 100 . 0 m 100 . 0 m 100 . 0 m 100. 0m 100 . 0 m 100. 0m 1 0 0 . 0 m 100 . 0 m 10 0 . 0 m 10 0 . 0 m 100 . 0 m 100. 0m 100 . 0 m 100. 0m 100 . 0 m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 10 0 . 0 m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 110. 0m 110. 0m 1 10 . 0 m 110. 0m 110. 0m 110. 0m 110. 0m 110. 0m 110. 0m 110. 0m 110.0m 110. 0m 110 . 0 m 110. 0m 110. 0m 110. 0m 110. 0m 110 . 0 m 110. 0m 110. 0m 110 . 0 m 1 10 . 0 m 1 1 0 . 0 m 110 . 0 m 110. 0m 110.0m 80. 0m 80. 0m 16 0 + 00 0 16 1 + 000 1 6 2 + 000 1 6 3 + 000 16 1 + 000 162 + 000 163 + 000 164 + 000 165 + 000 2 + 000 3 + 0 0 0 3 + 280 16 0 + 00 0 161 + 000 1 6 2 + 000 163 + 000 Scale H 1:10000 V 1:1000 Profile No. 3 Embankment 161-L4 Coleshill 40 50 60 70 80 90 100 110 120 130 140 40 50 60 70 80 90 100 110 120 130 140 Chainage 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 Horizontal Alignment L=81.5 L=62.3 R=-8000.0 L = 81 . 5 L=218.0 L = 60 . 0 L=443.5 R=7225.0 L = 60 . 0 L = 190 . 0 L=2298.3 R=-2325.0 L = 19 0 . 0 L=841.8 L = 339 . 9 L=1183.8 R=-1990.5 Vertical Alignment G = - 1 . 36 % L = 320 . 9 R=-56000.0 L=592.4 G = - 0 . 30 % L = 8 75 . 1 R=-19000.0 L=275.5 G = 1 . 15 % L = 448 . 7 R=18500.0 L=675.1 G = - 2 . 5 0 % L = 2 23 . 2 R=-19000.0 L=446.7 G = - 0 . 15 % L = 274 . 4 R=-18500.0 L=217.9 G = 1 . 03 % L = 565 . 2 R=19000.0 L=252.5 Existing Level 85 . 6 85 . 8 86 . 3 86 . 4 85 . 2 84 . 7 85 . 5 84 . 9 89 . 5 91 . 2 86 . 7 88 . 3 90 . 6 94 . 2 97 . 4 101 . 4 104 . 6 104 . 9 105 . 1 85 . 9 Proposed Level 101 . 7 100 . 3 99 . 0 97 . 6 96 . 4 95 . 4 94 . 5 93 . 8 93 . 3 93 . 0 92 . 7 92 . 4 92 . 1 91 . 8 91 . 5 91 . 2 90 . 9 90 . 6 90 . 4 90 . 7 91 . 5 92 . 6 93 . 8 94 . 9 96 . 1 97 . 2 97 . 9 98 . 0 97 . 6 96 . 7 95 . 2 93 . 2 90 . 7 88 . 2 85 . 8 83 . 7 82 . 2 81 . 2 80 . 8 80 . 6 80 . 5 80 . 3 80 . 5 81 . 3 82 . 3 83 . 3 84 . 4 85 . 4 86 . 4 87 . 4 88 . 0 88 . 1 + 5 . 1 + 2 . 4 + 2 . 2 Cut and Fill - 0 . 5 - 2 . 7 - 3 . 0 - 3 . 5 - 4 . 7 - 4 . 3 - 9 . 0 - 10 . 9 - 6 . 2 - 7 . 0 - 8 . 3 - 10 . 9 - 13 . 0 - 16 . 0 - 18 . 2 - 17 . 5 - 17 . 1 Design Speed: 230km/h 200km/h 78 . 9 80 . 2 80 . 9 78 . 4 81 . 8 85 . 3 84 . 6 81 . 8 75 . 9 75 . 7 75 . 9 77 . 6 80 . 3 82 . 3 84 . 9 83 . 7 83 . 4 84 . 5 85 . 3 86 . 3 86 . 6 86 . 0 84 . 9 86 . 2 + 14 . 9 + 13 . 1 + 12 . 1 + 14 . 3 + 10 . 6 + 6 . 8 + 7 . 2 + 9 . 7 + 15 . 3 + 15 . 2 + 14 . 7 + 12 . 8 + 10 . 4 + 9 . 2 + 7 . 7 + 10 . 1 + 11 . 5 + 11 . 6 + 11 . 9 + 11 . 7 + 11 . 4 + 11 . 6 + 11 . 8 + 9 . 0 + 13 . 9 86 . 9 86 . 0 84 . 9 83 . 0 80 . 7 79 . 4 78 . 6 + 14 . 8 + 14 . 3 + 14 . 1 + 14 . 6 + 15 . 7 + 16 . 0 + 15 . 9 Route Element ID No. 2 Embankment 160-L2 Coleshill BD-162-L1 Green Lane Embankment Farm Embankment BD-163-L2 Attleboro BD-164-L2 Water Orton Cutting West Viaduct 160-L3 Coleshill 165 + 652 82 . 7 88 . 0 + 5 . 3 G= - 0 . 30 % L = 1294 . 7 160 + 453 102 . 3 86 . 5 + 15 . 8 Ro a d Und e r b r i dg e 161 - S1 B4114 Bi r m i ngh a m Ground Level HS2 Alignment No r t h Cho r d Up T u r nou t t yp e T 6100 - 40 ( 400 / 200 ) Attl e bo r o L a n e Ov e r b r i dg e BD- 163 - S3 M 42 - M 6 L i nk Cole West Viaduct BD-161-L4 River Road Embankment BD-165-L1 Water Orton Link West Viaduct BD-163-L1 M42 - M6 Motorway Or t on Ro a d Ov e r b r i dg e BD- 165 - S1 B4118 W a t e r Attl e bo r o Cu l v e r t BD- 163 - S5 Co l e s h ill Cu l v e r t BD- 162 - S2 Existing River Cole BU-164-L1 Attleboro Flyover Conn ec ti on wit h M a i n L i n e T u r nou t t yp e T 8000 - 47 ( 400 / 230 ) 162-S3 River Cole Realignment A1 12/01/2015 NOR Country North Capita Symonds Ineco JV Country North Design Plan Scale 1:10000 Civil Bridge Profiles indicated at FRL to HS2 track Note: Plan Scale 1:10000 South Retaining Wall Water Orton Cutting Underbridge Coleshill Heath Road MINWORTH COLESHILL WATER ORTON West Viaduct River Cole North Viaduct M42 Coleshill Box Structure M42 Coleshill Road Underbridge B4114 Birmingham Viaduct Coleshill West South Viaduct M6 Motorway North Viaduct M6 Motorway Box Structure M6 Motorway Viaduct Coleshill East Spur Diveunder Birmingham Retaining Wall Western Power Pylon Retaining Wall Coleshill Manor North JUNCTION FORDBRIDGE South Retaining Wall Coleshill Manor Viaduct River Cole East South Viaduct M42 Coleshill Link East Viaduct M42-M6 Motorway Link West Viaduct M42-M6 Motorway JUNCTION BROMWICH CASTLE Flyover Attleboro Pumping Station Coleshill Auto-transformer Substation Gilson Road Retaining Wall Attleboro Retaining Walls Attleboro Flyover Attleboro Lane Realigned Overbridge Attleboro Lane Retaining Wall Embankment Attleboro Farm Pumping Station Attleboro Lane BROMWICH CASTLE END BACONS CHELMSLEY WOOD Substation M77 Package M6 TOLL M42 TOLL M42/M6 LINK M42/M6 M6 166 + 000 Coleshill Culvert New Footpath New Bridleway Footpath M57 Footpath M58 Footpath M54 Realigned Footpath M54 North Chord Footpath M54 Footpath M43 Birmingham Spur Valve Compound National Grid Gas Birmingham Spur Watercourse Diverted Overbridge Water Orton Road Retained Existing M6 Bridge Retaining Wall Cutting South Water Orton Oil Pipeline Diversion of ESSO Substation Attleboro Package Birmingham Spur Footpath M55 WOOD SMITHS Foothpath M72 Foothpath M76 Foothpath M72 Footpath M77 Locally under HS2 Lowered and Realigned B4114 Birmingham Road C223-CSI-CV-DPP-030-000019-FPD Sheet 2 Overbridge New River Cole Realigned Manor Drive River Cole Realignment Footpath M58 Diversion Earthworks and Upgraded for HS2 use Realigned to Accommodate HS2 Existing Access Track to Park Hall Area Footpath M40 1:10000 AH NOR NOR 21/01/16 AH 21/01/16 MSB FINAL PRELIMINARY DESIGN Final Preliminary Design Issued for Condition B P01 P01 22/01/16 Birmingham Spur Down Line Chainage 160+453 to 165+652 Foothpath M56 Gilson Road Realignment F o r Con ti nu a ti on Re f e r T o B i r m i ngh a m S pu r S h ee t 3 Drawn Checked Approved Drawing No. Date Scale Size Rev. Drawn Rev Description Project/Contract Discipline/Function Zone Creator/Originator Legends/Notes: Drawing Title Design Stage HS2 App Con App Checked Scale with caution as distortion can occur. may be used for legal or other official purposes. Only an official copy of a title plan or register obtained from the Land Registry sold or published without the formal permission of Land Registry. This material was last updated on 2015 and may not be copied, distributed, Registry under delegated authority from the Controller of HMSO. © Crown Copyright material is reproduced with the permission of Land Ordnance Survey Licence number 100049190 © Crown Copyright and database right 2015. All rights reserved. or if it is issued in part or issued incompletely in any way. the reproduction of this document after alteration, amendment or abbreviation HS2 accepts no responsibility for any circumstances which arise from London, E14 5AB One Canada Square, Registered office: Registration No. 06791686 Registered in England Tunnel portal Ditches - new Tunnels external extent Woodland habitat creation Wetland habitat creation Grassland habitat creation Ecological mitigation pond HS2 Access road Watercourse diversion Electricity substation Balancing pond Noise fence barrier Replacement floodplain storage Land drainage area (scrub / woodland) Landscape mitigation planting Main utility works County boundary Borough / District boundary Community forum boundary Rail alignment Rail alignment formation Landscape earthworks Engineering earthworks 10 + 000 Stopped-up PRoW Hedgerow habitat creation Grassed areas Sustainable placement Public realm (PRoW) Existing public right of way PRoW New, diverted or realigned (e.g. 10+000) Chainage Existing watercourse or portal building Depot, station, headhouse development use Returned to suitable 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES Fit for Acceptance Code 1 - Accepted
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m
80.0
m
80.0
m
80.0
m
80.0m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m80.0
m
80.0m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m80.0m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0m
80.0m
80.0m
80.0m
80.0
m
80.0m
80.0
m
80.0m
80.0m
80.0m
80.0m
80.0
m80.0
m80.0
m
80.0m
80.0m
80.0
m
80.0
m
80.0m
80.0m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m80.0
m
80.0m
80.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0
m
90.0m 90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0m
90.0m90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0m90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0
m
90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0m90.0m
90.0
m
90.0
m
90.0
m
90.0m
90.0
m
90.0
m
90.0
m
90.0m
90.0
m
90.0
m90.0
m
90.0m
90.0
m
90.0m
90.0
m
90.0m90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0
m90.0
m
90.0
m
90.0m
90.0
m
90.0m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0m90.0m
90.0
m
90.0m 90.0m90.0m
90.0m
90.0m
90.0
m
90.0m90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m90.0
m90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
90.0m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
100.0m
100.0
m
100.0m
100.0
m
100.0m
100.0m
100.0m100.0m
100.0m
100.0m 100.0m
100.0
m
100.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0m
100.0m
100.0
m
100.0m
100.0
m
100.0m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0m
100.0
m
100.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0m
100.0m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0
m 100.0m
100.0
m
100.0m
100.0
m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0
m
100.0m
100.0m
100.0m
100.0m100.0m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m
100.0m
100.0
m
100.0m
100.0m
100.0
m
100.0m
100.0m
100.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0
m100.0
m
100.0
m
100.0
m
100.0
m
100.0m
100.0
m
100.0m
100.0
m
100.0
m
100.0m
100.0
m
100.0m
100.0m
100.0
m
100.0m
100.0m
100.0m
100.0m
100.0m
100.0
m
100.0m
100.0m
100.0m
100.0
m
100.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0
m
100.0m
100.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0
m
110.0
m
110.0m
110.0m
110.0
m
110.0
m
110.0
m
110.0m
110.0
m
110.0m
110.0
m
110.0m
110.0
m
110.0
m
110.0m
110.0
m
110.0
m
110.0
m
110.0m
110.0
m
110.0m
110.0m
110.0m
110.0
m
110.0m110.0
m
110.0m
80.0
m
80.0
m
160+000
161+000
162+000
163+
000
161+000
162+000
163+000
164+000
165+000
2+000
3+000
3+280
160+000
161+000
162+000
163+
000
Scale H 1:10000 V 1:1000Profile
No. 3 Embankment
161-L4 Coleshill 40
50
60
70
80
90
100
110
120
130
140
40
50
60
70
80
90
100
110
120
130
140
Chainage
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
Horizontal Alignment L=81.5
L=62.3
R=-8000.0
L=81.5
L=218.0
L=60.0L=443.5
R=7225.0
L=60.0
L=190.0
L=2298.3
R=-2325.0L=190.0
L=841.8
L=339.9L=1183.8
R=-1990.5
Vertical Alignment G=-1
.36%L=3
20.9
R=-56000.0
L=592.4
G=-0.30%L=875.1
R=-19000.0
L=275.5G=1.15%
L=448.7R=18500.0
L=675.1
G=-2.50
%L=22
3.2
R=-19000.0
L=446.7
G=-0.15
%L=274.4
R=-18500.0
L=217.9G=1.03%
L=565.2R=19000.0
L=252.5
Existing Level 85.6
85.8
86.3
86.4
85.2
84.7
85.5
84.9
89.5
91.2
86.7
88.3
90.6
94.2
97.4
101.4
104.6
104.9
105.1
85.9
Proposed Level
101.7
100.3
99.0
97.6
96.4
95.4
94.5
93.8
93.3
93.0
92.7
92.4
92.1
91.8
91.5
91.2
90.9
90.6
90.4
90.7
91.5
92.6
93.8
94.9
96.1
97.2
97.9
98.0
97.6
96.7
95.2
93.2
90.7
88.2
85.8
83.7
82.2
81.2
80.8
80.6
80.5
80.3
80.5
81.3
82.3
83.3
84.4
85.4
86.4
87.4
88.0
88.1
+5.1
+2.4
+2.2
Cut and Fill -0.5
-2.7
-3.0
-3.5
-4.7
-4.3
-9.0
-10.9
-6.2
-7.0
-8.3
-10.9
-13.0
-16.0
-18.2
-17.5
-17.1
Design Speed: 230km/h200km/h
78.9
80.2
80.9
78.4
81.8
85.3
84.6
81.8
75.9
75.7
75.9
77.6
80.3
82.3
84.9
83.7
83.4
84.5
85.3
86.3
86.6
86.0
84.9
86.2
+14.9
+13.1
+12.1
+14.3
+10.6
+6.8
+7.2
+9.7
+15.3
+15.2
+14.7
+12.8
+10.4
+9.2
+7.7
+10.1
+11.5
+11.6
+11.9
+11.7
+11.4
+11.6
+11.8
+9.0
+13.9
86.9
86.0
84.9
83.0
80.7
79.4
78.6
+14.8
+14.3
+14.1
+14.6
+15.7
+16.0
+15.9
Route Element ID No. 2 Embankment
160-L2 Coleshill BD-162-L1 Green Lane Embankment
Farm Embankment
BD-163-L2 Attleboro BD-164-L2 Water Orton Cutting
West Viaduct
160-L3 Coleshill
165+652
82.7
88.0
+5.3
G
=-0.3
0%
L=1294.7
160+453
102.3
86.5
+15.8
Road U
nderbridge
161-S
1 B
4114 Bir
min
gha
m
Ground Level
HS2 Alignment
North C
hord U
p
Turn
out ty
pe T
6100-4
0 (400/2
00)
Attle
boro L
ane O
verbridge
BD-1
63-S
3
M42-M
6 Lin
k
Cole West Viaduct
BD-161-L4 River
Road Embankment
BD-165-L1 Water Orton Link West Viaduct
BD-163-L1 M42 - M6 Motorway
Orton R
oad O
verbridge
BD-1
65-S
1 B
4118 W
ater
Attle
boro C
ulvert
BD-1
63-S
5
Coleshill C
ulvert
BD-1
62-S
2
Existing River Cole
BU-164-L1 Attleboro Flyover
Connection with M
ain Line
Turn
out ty
pe T
8000-4
7 (400/2
30)
162-S3 River Cole Realignment
A112/01/2015
NOR
Country North
Capita Symonds Ineco JV
Country North Design
PlanScale 1:10000
Civil
Bridge Profiles indicated at FRL to HS2 track
Note:
PlanScale 1:10000
South Retaining Wall
Water Orton Cutting
Underbridge
Coleshill Heath Road
MINWORTH
COLESHILL
WATER ORTON
West Viaduct
River Cole
North Viaduct
M42 Coleshill
Box Structure
M42 Coleshill
Road Underbridge
B4114 Birmingham
Viaduct
Coleshill West
South Viaduct
M6 Motorway
North Viaduct
M6 Motorway
Box Structure
M6 Motorway
Viaduct
Coleshill East
Spur Diveunder
Birmingham
Retaining Wall
Western Power Pylon
Retaining Wall
Coleshill Manor North
JUNCTION
FORDBRIDGE
South Retaining Wall
Coleshill Manor
Viaduct
River Cole East
South Viaduct
M42 Coleshill
Link East Viaduct
M42-M6 Motorway
Link West Viaduct
M42-M6 Motorway
JUNCTION
BROMWICH
CASTLE
Flyover
Attleboro
Pumping Station
Coleshill
Auto-transformer Substation
Gilson Road
Retaining Wall
Attleboro
Retaining Walls
Attleboro Flyover
Attleboro Lane
Realigned
Overbridge
Attleboro Lane
Retaining Wall
Embankment
Attleboro Farm
Pumping Station
Attleboro Lane
BROMWICH
CASTLE
END
BACONS
CHELMSLEY WOOD
Substation
M77 Package
M6 TOLL
M42
TOLL
M42/M6
LINK
M42/M6
M6
166+
000
Coleshill Culvert
New Footpath
New Bridleway
Footpath M57
Footpath M58
Footpath M54
Realigned
Footpath M54
North Chord
Footpath M54
Footpath M43
Birmingham Spur
Valve Compound
National Grid Gas
Birmingham Spur
Watercourse
Diverted
Overbridge
Water Orton Road
Retained
Existing M6 Bridge
Retaining Wall
Cutting South
Water Orton
Oil Pipeline
Diversion of ESSO
Substation
Attleboro Package
Birmingham Spur
Footpath M55
WOOD
SMITHS
Foothpath M72
Foothpath M76
Foothpath M72
Footpath M77
Locally under HS2
Lowered and Realigned
B4114 Birmingham Road
C223-CSI-CV-DPP-030-000019-FPD
Sheet 2
Overbridge
New River Cole
Realigned Manor Drive
River Cole Realignment
Footpath M58 Diversion
Earthworks and Upgraded for HS2 use
Realigned to Accommodate HS2
Existing Access Track to Park Hall Area
Footpath M40
1:10000
AHNOR
NOR
21/01/16
AH
21/01/16
MSB
FINAL PRELIMINARY DESIGN
Final Preliminary Design
Issued for Condition B
P01
P01
22/01/16
Birmingham Spur Down Line
Chainage 160+453 to 165+652
Foothpath M56
Gilson Road Realignment
For Contin
uatio
n Refer To Birmingham S
pur Sheet 3
Drawn Checked Approved
Drawing No.
Date Scale Size
Rev.
DrawnRev Description
Project/Contract
Discipline/Function
Zone
Creator/Originator
Legends/Notes:
Drawing Title
Design Stage
HS2 AppCon AppChecked
Scale with caution as distortion can occur.
may be used for legal or other official purposes.
Only an official copy of a title plan or register obtained from the Land Registry
sold or published without the formal permission of Land Registry.
This material was last updated on 2015 and may not be copied, distributed,
Registry under delegated authority from the Controller of HMSO.
© Crown Copyright material is reproduced with the permission of Land
Ordnance Survey Licence number 100049190
© Crown Copyright and database right 2015. All rights reserved.
or if it is issued in part or issued incompletely in any way.
the reproduction of this document after alteration, amendment or abbreviation
HS2 accepts no responsibility for any circumstances which arise from
London, E14 5AB
One Canada Square,
Registered office:
Registration No. 06791686
Registered in England
Tunnel portalDitches - new
Tunnels external extentWoodland habitat creation
Wetland habitat creation
Grassland habitat creation
Ecological mitigation pond
HS2 Access road
Watercourse diversion
Electricity substation
Balancing pond
Noise fence barrier
Replacement floodplain storage
Land drainage area (scrub / woodland)
Landscape mitigation planting Main utility works
County boundary
Borough / District boundary
Community forum boundary
Rail alignment
Rail alignment formation
Landscape earthworks
Engineering earthworks
10+000
Stopped-up PRoW
Hedgerow habitat creation
Grassed areas
Sustainable placement
Public realm
(PRoW)
Existing public right of way
PRoW
New, diverted or realigned (e.g. 10+000)
Chainage
Existing watercourseor portal building
Depot, station, headhouse
development use
Returned to suitable
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES
Fit for Acceptance
Code 1
- Acc
epted
