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Bromford M6 9 A47 Fort Parkway

auto-transformer station 0 0.0m Existing M6 Viaduct

Bromford Tunnel 22750

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Retained Cut andTwin Bored Cut cover Tunnel

100 100 Tunnel portal and headhouse 95 95 River Tame 90 90 River River bed strengthening slab Tame 85 85

80 80

75 75

70 70

65 65

60 60

55 55

B-170-L4 Retained Cut 50 50 B-170-L3 Bromford Tunnel West Portal

45 45

B-168-L7 Bromford Tunnel Route Element ID 600 550 500 450 400 350 300 250 200 150 100 050 000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 100 050 000 950 900 850 800

+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Chainage 170 170 170 170 170 170 170 170 170 170 170 170 170 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 169 168 168 168 168 R=4000.0 L=180.0 L=180.0 L=1004.7 L=257.4 L=1285.5 L=160.5 L=110.0 R=-7000.0 Horizontal Alignment =110.0 L=161.8 L

L=1582.2 L=372.7 L=1091.4 Vertical Alignment G=2.02% R=-24525.2 G=0.50% 1 1 1 2 2 2 2 2 2 2 2 4 4 4 4 4 0 0 0 6 3 7 6 3 7 7 7 9 8 9 8 9 8 5 5 5 5 ...... 86 85 85 89 88 84 84 83 83 85 86 89 84 83 83 83 88 85 84 88 90 81 85 85 83 83 83 87 87 83 83 82 82 89 85 83 85 Existing Level 1 1 1 1 1 4 4 4 4 4 4 4 3 3 3 3 3 3 6 3 6 3 6 3 6 3 6 3 6 3 9 8 8 8 8 8 8 ...... 54 53 52 51 50 68 67 66 65 64 57 54 63 62 61 60 59 58 56 55 53 53 52 52 51 51 50 50 49 49 55 54 53 52 51 50 49 Proposed Level 1 1 2 2 4 4 4 4 4 4 4 4 4 0 0 0 0 6 7 7 6 6 6 3 6 6 6 9 9 9 9 8 9 8 5 5 5 5 ...... 24 32 20 28 23 29 29 30 31 34 34 36 34 22 18 30 35 25 26 29 29 30 30 31 31 31 32 25 25 27 28 32 30 55 28 29 34 33 ------Cut and Fill

230km/h Design Speed

Profile Scale H 1:2500 V 1:500

0 20 50 100 250 0 5 10 20 50 METRES METRES @ 1:2500 @ 1:500

Legends/Notes: Zone Project/Contract Condition B. Code 1. JDS PW PC HS2 accepts no responsibility for any circumstances which arise from Public realm Community forum boundary Stopped-up PRoW P06 the reproduction of this document after alteration, amendment or abbreviation Replacement floodplain storage Fit for hybrid bill submission 25/11/13 25/11/13 25/11/13 or if it is issued in part or issued incompletely in any way. Depot, station, headhouse Watercourse diversion Tunnels external extent Metropolitan Metropolitan Area Design Woodland habitat creation Engineering earthworks Registered in or portal building Existing watercourse Rail alignment Registration No. 06791686 Condition B. Code 1. GLW PW JJPB Design Stage Discipline/Function Wetland habitat creation Landscape earthworks Ditches - new Registered office: P05 © Crown Copyright and database right 2013. All rights reserved. Tunnel portal HS2 Access road Eland House, Fit for hybrid bill submission 11/11/13 11/11/13 11/11/13 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 London, SW1E 5DU Condition B. Code 1. RHG PW JJPB Returned to suitable Land drainage area Existing public right of way Drawing Title Drawn Checked Approved P04 (scrub / woodland) development use Chainage

Fit for hybrid bill submission 27/09/13 27/09/13 27/09/13 © Crown Copyright material is reproduced with the permission of Land (PRoW) 000 (e.g. 10+000) Ecological mitigation pond Grassed areas County boundary + AJT PW JJPB Registry under delegated authority from the Controller of HMSO. New, diverted or realigned

10 Birmingham Spur Issued for Condition B2 IPD JDS KAB ST This material was last updated on 2013 and may not be copied, distributed, Balancing pond Sustainable placement Borough / District boundary PRoW P03 Creator/Originator Date Scale Size sold or published without the formal permission of Land Registry. 27/08/13 22/08/13 22/08/13 Only an official copy of a title plan or register obtained from the Land Registry Ove Arup & Partners International Ltd Sheet 5 of 8 04/04/2013 AS SHOWN A1 may be used for legal or other official purposes. Issued for Condition B1 IPD PN PW JJPB P02 HS2 Security Classification Drawing No. Rev. 19/06/13 18/06/13 18/06/13 Chainage 168+800 to 170+600 Scale with caution as distortion can occur. INTERNAL C224-ARP-CV-DPP-040-227300 P06 Rev Description Drawn Checked Con App HS2 App