Trent and Mersey Canal North Viaduct

Trent and Mersey

Limit of Phase 1 Works 0 Canal East Viaducts 0 Highways

0 + Pumping Station 8 RILEY HILL 8 1 HS2 Maintenance Wood End Lane Footpath 31 with 22 Access Route Curborough Underbridge Diversion Footpath Flyover WOOD 24

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l 188-L3 Trent and - - 188-L5 Pyford Brook K

u 1 2 Mersey Canal 2 9

9 West Embankment C

1 S 1 t East Viaducts -

40 s 40 1

e 188-L6 Trent and Mersey 9

1 191-L1 Harvey's Rough Flyover 186-L1 Curborough Flyover W 190-L1 Bourne Brook Viaduct Canal West Viaducts 30 30 t y 192-L4 Handsacre Retaining Wall 191-L2 Lilac Embankment 190-L2 Shaw Lane 188-L2 Ravenshawr Wood Embankment 187-L1 Curborough 185-L1 Embankment e e Embankment l v

l Embankment

m Route Element ID u o r C

B

h t s 1 u 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 5 g 5 o 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 n i 9 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 2 1 0 9 8 7 6 5 4 3 S 2 K + Chainage + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

2 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 0 0 0 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 4 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 S 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 1 1 1 1

9 8 R=2226.0 L 8 .L=56.0 L=55.0 84.8 =18 4 =1 4.8 1 5 L=838.5 L L=1193.5 L L=554.1 = L=1271.7 =165 L R=-3635.0R=-2600.0 .0 R=-1760.0 R=6100.0 Horizontal Alignment 5.0 0 =9 65. L=63.4 L=161.5L L=1574.5 L=1 L=58.1 L L 1 .2 = = 8. 4 8 L .6 G 1 .3 1 .2 6 L=90.8 665. L=452.6 5 L=548.9 =873. L=362.0 508 L=317.6 4 L=261.6 81 L=568.1 G 5 L=425.8 95 =2 L= 1 % 2 L= = 6 L=3 = 1 L=4 L 0% = 6 0 .2 % 2 .9 Vertical Alignment .3 R=56000.0 .14% R=-19500.0 L .4 R=14000.0 G=1.4 R=-19000.0 .45% R=40000.0 .3 R=-14000.0 .52 R=14000.0 .5 R=-14500.0 .40% -0 G=-0 -2 6% =-0 5 =-1 4 =-0 G= = G % G % G G 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 0 0 0 7 3 6 6 6 6 6 7 7 7 7 7 9 9 9 9 9 9 8 8 8 5 5 5 5 5 5 5 5 3 3 3 3 3 3 3 ...... 5 6 1 1 9 8 7 6 4 1 1 1 9 6 4 4 4 4 5 5 3 3 1 1 9 5 8 4 4 4 6 1 5 8 4 0 7 8 8 5 5 5 5 2 8 5 6 7 5 0 5 4 4 6 5 7 6 1 0 9 3 8 5 8 7 3 1 1 8 7 7 7 7 6 6 6 7 7 7 7 7 6 6 6 6 6 7 7 7 7 7 7 7 6 6 6 6 6 6 7 7 6 7 6 7 6 6 6 6 7 7 7 7 6 7 7 7 7 7 6 7 7 7 7 7 7 7 7 6 6 6 7 7 7 7 7 7 6 Existing Level 1 1 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 0 0 0 0 0 0 0 0 0 4 3 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 9 9 9 9 9 9 8 8 8 8 8 8 5 5 5 5 5 3 3 3 3 3 3 ...... 4 2 5 6 0 9 4 6 5 3 2 4 6 0 9 5 6 2 3 6 7 8 8 5 5 7 7 3 4 4 4 5 9 6 3 6 2 5 1 0 7 6 6 7 3 4 4 5 4 4 1 6 9 5 0 3 4 3 5 8 6 4 9 6 6 4 6 9 2 8 8 7 7 9 7 7 7 8 7 7 7 7 9 8 7 7 7 7 7 7 7 8 8 7 7 7 7 7 7 7 7 7 8 8 7 7 7 8 8 7 7 7 7 8 7 7 7 7 8 8 7 8 7 8 8 8 7 7 8 8 7 7 7 7 7 7 7 8 Proposed Level 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 4 4 0 0 0 0 0 0 0 0 0 3 6 6 7 7 7 7 7 7 9 2 2 2 4 0 0 0 8 8 6 6 7 7 7 9 9 9 9 5 5 5 3 3 3 3 5 5 5 3 ...... 0 0 0 0 0 0 4 5 6 6 2 2 0 0 0 3 5 7 8 9 9 6 8 3 3 7 8 8 7 9 4 3 8 0 9 8 7 6 4 0 3 4 6 1 1 0 0 9 8 1 6 0 3 4 1 2 2 3 3 6 8 0 4 7 3 2 4 3 6 - 1 1 + + + + + + + + + + 1 1 1 1 1 1 1 + + + + + + + + + 1 1 + + + + + + + + + 1 1 1 1 1 1 1 + + + + + + + + + + + 1 1 1 1 + + + + + + + Cut and Fill + + + + + + + + + + + + + + + + + + + + + +

200km/h Design Speed:

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 MC PD HS2 accepts no responsibility for any circumstances which arise from Public realm Community forum boundary Stopped-up PRoW P10 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 or portal building Existing watercourse Rail alignment Registration No. 06791686 Issued for CP3 NOR MC PD Design Stage Discipline/Function Wetland habitat creation Landscape earthworks Ditches - new Registered office: P09 © 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 Revised Interim Condition B NOR MC PD Existing public right of way Drawing Title Drawn Checked Approved

Land drainage area 0 P08 (scrub / woodland) development use Chainage 0

21/10/13 21/10/13 21/10/13 © 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 PD PD This material was last updated on 2013 and may not be copied, distributed, Balancing pond Sustainable placement Borough / District boundary PRoW P07 Creator/Originator Date Scale Size sold or published without the formal permission of Land Registry. 29/08/13 29/08/13 29/08/13 Only an official copy of a title plan or register obtained from the Land Registry Capita Symonds Ineco JV Sheet 49 of 49 11/03/2013 AS SHOWN A1 may be used for legal or other official purposes. Interim Condition B JHI MC PD P06 HS2 Security Classification Drawing No. Rev. 28/06/13 27/06/13 27/06/13 Chainage 186+200 to 193+000 Up Line Scale with caution as distortion can occur. INTERNAL C223-CSI-CV-DPP-030-000013 P10 Rev Description Drawn Checked Con App HS2 App