INTERNAL C223-CSI-CV-DPP-030-000005 P11 Rev Description Drawn Checked Con App HS2 App

Crackley Auto-Transformer Station

Pumping Station

Finham Brook Viaduct Cromwell Lane A429 Kenilworth Road Overbridge Dalehouse Lane Burton Green Tunnel Overbridge Coventry-Leamington Spa Rail Overbridge A46 Kenilworth South Portal Bypass Overbridge Cromwell Lane Bridleway W165x Millburn Grange Farm

Footpath W168a 4 Accommodation Overbridge 0

Footpath W167 0 Diverted Footpath Canley Brook Retaining 0 W169 Wall -

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2 North Portal 0 S 4 m r s a 1 O e - 2 S 6 4 r S O

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o 143-L4 North Crackley Cutting 2 6 o S 4 - 1 50 W 50 3 4

1 143-L3 Canley Brook Viaduct 141-L3 Dalehouse Embankment 141-L1 Finham Brook Viaduct

40 40

145-L2 Black Waste Wood Embankment 143-L1 Crackley Wood Embankment 142-L2 Crackley Road Cutting 141-L4 Finham Brook Embankment 30 30 144-L2 Bockenden 144-L1 Broadwells Wood Embankment 143-L2 Roughknowles Wood Cutting 142-L3 Canley Brook Retaining Wall 141-L2 140-L1 Glasshouse Wood Cutting 146-L1 Burton Green Tunnel Cutting Kenilworth Cutting Route Element ID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 Chainage + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R=8220.0 L=350.0 L=350.0 L=2157.9 L=1167.1 L=547.7 L=350.0 R=-8220.0 Horizontal Alignment L=2537.5 L=350.0

L= L= L= .9 L= 1 141 L=515.6 43 L=223.6 L=2178.8 L=1030.8 14 L=577.3 27 L=273.1 G 2 5.3 0.5 =3 G 8. = 62 G G L % = 2 0 . Vertical Alignment =0. =1 G 58 0. .9 3 37% R=40000.0 .66% R=-56000.0 =1.26% R=-56000.0 -0. R=56000.0 45 R=56000.0 4 G= % % 1 1 1 1 1 1 1 2 2 2 2 2 2 4 4 4 4 4 4 4 4 0 0 0 0 0 0 6 6 9 9 7 7 7 2 2 2 2 4 0 0 8 6 9 9 5 5 5 5 5 5 5 3 3 3 3 3 3 3 3 3 3 3 5 5 ...... 5 2 9 0 7 5 7 8 0 9 6 2 0 1 9 4 0 1 4 3 2 3 3 3 9 7 1 9 7 4 5 5 5 2 5 6 6 1 1 4 4 6 1 4 7 0 1 6 7 7 4 2 5 2 2 7 9 9 3 5 8 5 8 9 4 9 8 7 8 7 2 1 9 9 9 8 8 7 9 8 9 8 7 7 8 8 9 9 8 7 7 7 7 7 7 6 7 7 7 2 2 2 0 1 1 0 7 1 2 0 9 9 9 9 7 7 7 9 9 9 7 6 7 7 7 7 8 7 1 1 Existing Level 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 4 4 4 4 4 4 0 0 0 0 0 6 6 6 6 6 9 9 9 9 9 9 9 7 7 7 7 2 4 4 0 0 0 8 8 8 8 6 9 7 7 7 7 5 5 5 5 5 5 5 3 3 3 5 3 3 3 ...... 6 1 6 1 1 7 2 0 7 2 8 9 1 9 1 6 2 2 0 3 8 8 1 8 9 4 8 8 9 1 0 8 4 7 6 1 7 5 7 1 6 9 4 9 1 6 5 4 3 7 2 3 8 3 9 8 0 0 7 2 8 2 6 9 4 9 9 8 7 7 7 7 7 9 9 6 6 7 6 8 7 7 7 7 9 8 6 7 6 9 9 6 6 6 7 7 9 7 6 6 0 1 1 1 1 0 8 8 7 7 1 1 1 1 0 0 8 7 7 6 6 7 7 8 8 6 1 1 0 0 Proposed Level 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 4 4 4 4 0 0 0 0 0 2 4 0 0 0 6 6 6 6 6 6 6 9 9 9 9 9 9 9 6 7 7 9 9 9 7 4 4 8 8 8 6 8 9 9 9 5 5 5 5 5 3 3 3 3 5 3 ...... 4 2 2 3 8 0 1 9 7 2 0 7 5 9 2 3 5 7 0 1 2 3 6 9 4 5 4 4 5 9 9 7 3 1 5 3 5 2 7 7 5 6 6 4 1 0 6 3 4 1 1 1 0 3 9 6 4 8 2 3 8 4 1 1 0 ------+ + 1 1 + + + + + 1 1 1 1 + + + + + + 1 1 + + + + Cut and Fill ------

400 360km/h 400km/h Design Speed: km/h

0 100 200 500 1000 0 10 20 50 100 METRES METRES Note: @ 1:10000 @ 1:1000 Profile Bridge Profiles indicated at FRL to HS2 track Scale H 1:10000 V 1:1000

Legends/Notes: Zone Project/Contract Condition B. Code 1. NOR GW PD HS2 accepts no responsibility for any circumstances which arise from Public realm Community forum boundary Stopped-up PRoW P11 the reproduction of this document after alteration, amendment or abbreviation Replacement floodplain storage Fit for hybrid bill submission 17/12/13 17/12/13 17/12/13 or if it is issued in part or issued incompletely in any way. Depot, station, headhouse Watercourse diversion Tunnels external extent Country North Country North Design Woodland habitat creation Engineering earthworks Registered in England or portal building Existing watercourse Rail alignment Registration No. 06791686 Issued for CP3 NOR GW PD Design Stage Discipline/Function Wetland habitat creation Landscape earthworks Ditches - new Registered office: P10 © Crown Copyright and database right 2013. All rights reserved. Tunnel portal HS2 Access road Eland House, 29/11/13 29/11/13 29/11/13 Ordnance Survey Licence number 100049190 Hedgerow habitat creation hybrid bill submission Civil Grassland habitat creation Rail alignment formation Noise fence barrier Bressenden Place, Electricity substation Main utility works Landscape mitigation planting Returned to suitable London, SW1E 5DU Issued for CP3 RPH MSB PD Existing public right of way Drawing Title Drawn Checked Approved

Land drainage area 0 P09 (scrub / woodland) development use Chainage 0

28/10/13 28/10/13 28/10/13 © Crown Copyright material is reproduced with the permission of Land (PRoW) 0 (e.g. 10+000) Registry under delegated authority from the Controller of HMSO. Ecological mitigation pond Grassed areas County boundary + NOR PD PD New, diverted or realigned 0

1 Main Line Revised Interim Condition B NOR GW PD This material was last updated on 2013 and may not be copied, distributed, Balancing pond Sustainable placement Borough / District boundary PRoW P08 Creator/Originator Date Scale Size sold or published without the formal permission of Land Registry. 21/10/13 16/10/13 16/10/13 Only an official copy of a title plan or register obtained from the Land Registry Capita Symonds Ineco JV Sheet 38 of 49 11/03/2013 AS SHOWN A1 may be used for legal or other official purposes. Revised Interim Condition B NOR PD PD P07 HS2 Security Classification Drawing No. Rev. 29/08/13 29/08/13 29/08/13 Chainage 140+300 to 146+700 Scale with caution as distortion can occur. INTERNAL C223-CSI-CV-DPP-030-000005 P11 Rev Description Drawn Checked Con App HS2 App