1
0 10 20 30 40 50 60 70 80 -10 -20 -30 0 10 20 30 40 50 60 70 80 -10 -20 -30 Chainage 28 + 430 28 + 500 28 + 600 28 + 700 28 + 800 28 + 900 29 + 000 29 + 100 29 + 200 29 + 300 29 + 400 29 + 500 29 + 600 29 + 700 29 + 800 29 + 900 30 + 000 30 + 100 30 + 200 30 + 300 30 + 400 30 + 500 30 + 600 30 + 700 30 + 800 30 + 900 31 + 000 31 + 100 31 + 200 31 + 300 31 + 400 31 + 500 31 + 600 31 + 700 31 + 800 31 + 900 32 + 000 32 + 100 32 + 200 32 + 300 32 + 400 32 + 500 32 + 600 32 + 700 32 + 800 32 + 900 33 + 000 33 + 100 33 + 200 33 + 300 33 + 400 33 + 500 33 + 600 33 + 700 33 + 800 33 + 900 34 + 000 34 + 100 34 + 137 28793 . 4 29068 . 4 29635 . 2 29910 . 2 30467 . 1 30742 . 1 32396 . 0 32671 . 0 33360 . 6 33635 . 6 34137 . 2 Horizontal Alignment L=1462.6 R=-2700.0 L = 275 . 0 L=566.8 L = 275 . 0 L=556.9 R=-2700.0 L = 275 . 0 L=1653.9 L = 275 . 0 L=689.6 R=-2700.0 L = 275 . 0 L=501.7 Vertical Alignment G = - 1 . 253 % L = 2624 . 1 R=-56000.0 L=639.9 G = - 0 . 110 % L = 591 . 2 R=-45000.0 L=183.6 G = 0 . 298 % L = 1992 . 1 R=16000.0 L=312.2 G = - 1 . 654 % L = 392 . 2 R=-12900.0 L=221.3 G = 0 . 062 % L = 224 . 0 Existing Level 23 . 1 26 . 2 30 . 6 28 . 6 27 . 9 25 . 2 21 . 5 17 . 0 15 . 3 12 . 2 9 . 6 9 . 4 9 . 1 8 . 7 8 . 3 9 . 0 8 . 6 8 . 6 8 . 6 8 . 9 9 . 0 8 . 7 8 . 9 Proposed Level 32 . 5 31 . 7 30 . 4 29 . 2 27 . 9 26 . 6 25 . 4 24 . 1 22 . 9 21 . 6 20 . 4 19 . 1 17 . 9 16 . 8 15 . 8 15 . 0 14 . 4 14 . 0 13 . 8 13 . 7 13 . 6 13 . 4 13 . 3 13 . 2 13 . 1 13 . 1 13 . 3 13 . 6 13 . 9 14 . 2 14 . 5 14 . 8 15 . 1 15 . 4 15 . 7 16 . 0 16 . 3 16 . 6 16 . 9 17 . 2 17 . 5 17 . 8 18 . 1 18 . 4 18 . 7 19 . 0 19 . 2 19 . 2 18 . 4 17 . 1 15 . 4 13 . 8 12 . 1 10 . 5 9 . 3 8 . 8 8 . 9 9 . 0 9 . 0 + 9 . 4 + 5 . 5 + 0 . 6 + 1 . 4 + 3 . 9 + 7 . 1 + 7 . 6 + 9 . 4 + 10 . 8 + 9 . 7 + 8 . 8 + 8 . 1 + 7 . 5 + 6 . 0 + 5 . 8 + 5 . 4 + 5 . 2 + 4 . 8 + 4 . 6 + 4 . 7 + 4 . 4 Cut and Fill - 0 . 2 Design Speed 230km/h 8 . 6 8 . 3 8 . 2 7 . 9 8 . 5 8 . 8 8 . 1 8 . 0 8 . 1 7 . 9 7 . 2 7 . 2 8 . 2 7 . 7 7 . 5 6 . 9 7 . 5 7 . 7 7 . 1 6 . 3 7 . 2 7 . 0 6 . 3 7 . 8 8 . 6 7 . 4 6 . 6 6 . 6 7 . 0 7 . 0 6 . 7 6 . 7 7 . 3 7 . 8 8 . 6 8 . 6 + 4 . 6 + 4 . 8 + 4 . 9 + 5 . 4 + 5 . 1 + 5 . 1 + 6 . 1 + 6 . 5 + 6 . 7 + 7 . 2 + 8 . 2 + 8 . 5 + 7 . 8 + 8 . 6 + 9 . 1 + 10 . 0 + 9 . 7 + 9 . 8 + 10 . 7 + 11 . 8 + 11 . 2 + 11 . 7 + 12 . 7 + 11 . 4 + 10 . 6 + 11 . 0 + 10 . 5 + 8 . 8 + 6 . 8 + 5 . 1 + 3 . 8 + 2 . 6 + 1 . 5 + 1 . 1 + 0 . 4 + 0 . 4 0 . 0 CH. 29580 . 7 T P. 18 . 1 CH. 30220 . 6 T P. 13 . 8 CH. 30811 . 9 T P. 13 . 1 CH. 30995 . 5 T P. 13 . 3 CH. 32987 . 6 T P. 19 . 2 CH. 33299 . 8 T P. 17 . 1 CH. 33691 . 9 T P. 10 . 6 CH. 33913 . 2 T P. 8 . 9 90 100 110 120 90 100 110 120 20 . 0 m 20 . 0 m 20 . 0 m 20 . 0 m 20 . 0 m 20 . 0 m 20 . 0 m 40 . 0 m 4 0 . 0 m 40 . 0 m 40 . 0 m 28 + 000 29 + 000 30 + 000 31 + 000 32 + 000 33 + 0 0 0 34 + 000 34 + 137 A1 07/06/2017 JV Railway Track JV C321-MMD-RT-DPP-130-591706 Post-Consultation Mott MacDonald West Midlands to Leeds Route Profile Scale H:1:10,000 V:1:1000 @ A1 Scale 1:10,000 @ A1 Plan F o r Con t i n u a t i on Re f e r t o Dr a wi n g C32 1 - M M D- RT - DPP- 1 30 - 591705 Leeds Leg North 1:10000 Common Lane Sandwath Lane Existing railway V A162 Saw Wells Lane over A162 HS2 crossing HS2 viaduct over Common Lane, Dort's Dike floodplain, Sandwath Lane and existing railway - 2170m floodplain, Sandwath Lane and existing railway HS2 viaduct over Common Lane, Dort's Dike Sheet 5 of 5 HSL17B HSL17B East Coast Main Line HS2 connection to East Coast Main Line East Coast Main Line HS2 connection to railway realignment Indicative extent of MM AR Client's Comments Addressed 2017 Preferred Route 28/06/17 28/06/17 28/06/17 AR JV MM P01 First Issue 11/07/17 11/07/17 AR MM 11/07/17 P02 P02 10 Key Environmental Features Legend Legend Major Contour Minor Contour Node Engineering Earthworks Viaduct Tunnel Railway Cutting Railway Embankment Track Centrelines Flood Zones Historical Landfill Active and/or Authorised Landfill Historical Battlefields Registered Parks and Gardens Scheduled Monuments Track Profile Ground Profile Fully Retained Cutting/Fill Operational Boundary HS2 Depot/Station National Park Beauty Area of Outstanding Natural National Nature Reserves SSSI Special Protection Areas Special Areas of Conservation Ramsar World Heritage Site Listed Building Grade I Listed Building Grade II* Listed Building Grade II Major Development Sites Existing Railway Connection HS2 Connection Additional Development Sites 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. 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 Ordnance Survey Licence number 100049190 © Crown Copyright and database right 2017. All rights reserved. Registry under delegated authority from the Controller of HMSO. © Crown Copyright material is reproduced with the permission of Land 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 2017 and may not be copied, distributed, Birmingham, B4 6GA Queensway, 2 Snow Hill, Registered office: Registration No. 06791686 Registered in England 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES
