1
Sli p Ro a d Ov e r b r i dg e 184 - S7 A38 s ou t h - bound Und e r p a ss 186 - S3 Al r e wa s F oo t p a t h 31 Und e r b r i dg e M - 187 - S1 W ood End L a n e Conn ec ti on wit h M a i n L a i n T u r nou t t yp e T 6100 - 49 T ( 400 / 200 ) 30 40 50 60 70 80 90 100 30 40 50 60 70 80 90 100 HS2 Route Element Chainage 182 + 100 182 + 200 182 + 300 182 + 400 182 + 500 182 + 600 182 + 700 182 + 800 182 + 900 183 + 000 183 + 100 183 + 200 183 + 300 183 + 400 183 + 500 183 + 600 183 + 700 183 + 800 183 + 900 184 + 000 184 + 100 184 + 200 184 + 300 184 + 400 184 + 500 184 + 600 184 + 700 184 + 800 184 + 900 185 + 000 185 + 100 185 + 200 185 + 300 185 + 400 185 + 500 185 + 600 185 + 700 185 + 800 185 + 900 186 + 000 186 + 100 186 + 200 186 + 300 186 + 400 186 + 500 186 + 600 186 + 700 186 + 800 186 + 900 187 + 000 187 + 100 187 + 200 187 + 300 187 + 400 187 + 500 187 + 600 187 + 700 187 + 800 187 + 900 188 + 000 188 + 100 188 + 200 Horizontal Alignment L=2554.0 L = 3 25 . 0 L=2571.8 R=-7910.0 L = 325 . 0 L=981.8 L = 300 . 0 Vertical Alignment G= - 0 . 74 % L = 782 . 9 R=56000.0 L=694.2 G = - 1 . 98 % L = 5 86 . 5 R=-56000.0 L=1666.4 G = 0 . 99 % L = 1478 . 3 R=56000.0 L=622.2 G = - 0 . 12 % L = 678 . 6 Existing Level 87 . 4 81 . 6 78 . 1 77 . 3 78 . 3 86 . 2 86 . 5 85 . 1 82 . 9 78 . 2 73 . 1 68 . 2 64 . 4 63 . 1 66 . 0 66 . 5 66 . 0 66 . 2 67 . 9 64 . 8 63 . 9 63 . 4 67 . 1 71 . 4 75 . 8 72 . 4 70 . 4 69 . 6 68 . 1 70 . 4 67 . 5 65 . 9 64 . 5 65 . 0 65 . 7 64 . 4 65 . 4 65 . 7 65 . 7 66 . 9 66 . 0 65 . 3 64 . 6 64 . 5 Proposed Level 89 . 6 88 . 9 88 . 0 86 . 9 85 . 7 84 . 3 82 . 7 80 . 9 78 . 9 77 . 0 75 . 0 73 . 0 71 . 0 69 . 0 67 . 1 65 . 3 63 . 6 62 . 2 60 . 9 59 . 8 58 . 9 58 . 1 57 . 6 57 . 2 57 . 0 57 . 0 57 . 1 57 . 5 58 . 0 58 . 7 59 . 5 60 . 5 61 . 5 62 . 5 63 . 5 64 . 5 65 . 5 66 . 5 67 . 5 68 . 5 69 . 4 70 . 4 71 . 4 72 . 4 73 . 4 74 . 4 75 . 3 76 . 0 76 . 6 76 . 9 77 . 1 77 . 1 77 . 0 76 . 9 76 . 8 76 . 7 76 . 5 76 . 4 76 . 3 76 . 1 75 . 7 75 . 1 + 2 . 2 + 7 . 3 + 9 . 9 + 9 . 6 + 7 . 4 + 1 . 9 + 4 . 8 + 6 . 6 + 5 . 9 + 1 . 1 + 0 . 1 + 0 . 1 + 0 . 8 + 1 . 8 + 1 . 6 + 3 . 4 + 5 . 1 + 6 . 8 + 7 . 9 Cut and Fill - 1 . 9 - 3 . 8 - 4 . 2 - 4 . 0 - 1 . 2 - 1 . 2 - 2 . 4 - 4 . 0 - 7 . 0 - 5 . 0 - 5 . 0 - 5 . 3 - 9 . 5 - 14 . 2 - 18 . 8 - 15 . 4 - 13 . 3 - 12 . 1 - 10 . 1 - 11 . 7 - 8 . 0 - 5 . 4 - 3 . 0 - 2 . 5 - 2 . 2 Design Speed: 400km/h G= - 0 . 74 % L = 782 . 9 64 . 5 64 . 3 64 . 1 64 . 3 64 . 4 65 . 0 66 . 0 67 . 1 68 . 1 68 . 6 68 . 4 68 . 5 68 . 6 69 . 0 69 . 1 68 . 9 68 . 8 68 . 9 + 8 . 9 + 10 . 1 + 11 . 2 + 11 . 7 + 12 . 2 + 11 . 9 + 11 . 1 + 10 . 0 + 8 . 9 + 8 . 3 + 8 . 4 + 8 . 2 + 7 . 9 + 7 . 4 + 7 . 2 + 7 . 2 + 6 . 9 + 6 . 2 188 + 250 Ov e r b r i dg e 183 - S4 Ca pp e r ' s L a n e M-188-L2 Brokendown Wood Embankment Acc o mm od a ti on Ov e r b r i dg e 184 - S5 St r ee t h a y F oo t p a t h 6 R=56000.0 L=358.9 L=3180.4 R=-8750.0 68 . 7 74 . 8 + 6 . 1 183 - S5 Ca pp e r ' s L a n e AT S HS2 Alignment 183-L3 Fulfen Wood Embankment Heath Embankment 181-L1 Whittington Common Cutting 182-L1 Whittington 183-L6 Streethay Cutting 185-L1 Curborough Embankment M-186-L2 Fradley Wood Embankment Ground Level Und e r b r i dg e L i c h f i e l d Ro a d 182 - S2 Ov e r b r i dg e Da r n f o r d L a n e 182 - S4 183-L2 Capper´s Lane Viaduct 183-L1 Huddelsford Embankment St r ee t Ov e r b r i dg e 185 - S4 A38 Rykn e l d M-188-L1 Trent & Mersey Canal Viaduct M a i n L i n e Ov e r b r i dg e 183 - S6 W e s t Co a s t Cu l v e r t 183 - S3 F u l f e n W ood Sou t h Cu l v e r t 185 - S3 M a r e Br ook No r t h Cu l v e r t 186 - S1 M a r e Br ook M-186-L1 Curborough Flyover L i n e Ov e r b r i dg e 184 - S6 Sou t h St a ff o r d s h i r e 6 0 . 0 m 60. 0m 60. 0m 6 0 . 0 m 60 . 0 m 60. 0m 60. 0m 60 . 0 m 60 . 0 m 60. 0m 6 0 . 0 m 60. 0m 60. 0m 60 . 0 m 60. 0m 6 0 . 0 m 60. 0m 60. 0m 70. 0m 70. 0m 70.0m 7 0 . 0 m 70. 0m 70. 0m 70 . 0 m 7 0 . 0 m 70. 0m 70. 0m 70 . 0 m 7 0 . 0 m 70. 0m 70. 0m 70. 0m 70 . 0 m 70 . 0 m 70. 0m 70 . 0 m 70. 0m 7 0 . 0 m 7 0 . 0 m 70. 0m 70 . 0 m 70. 0m 70. 0m 70. 0m 70. 0m 70 . 0 m 7 0 . 0 m 70. 0m 70. 0m 70. 0m 7 0 . 0 m 70. 0m 70. 0m 7 0 . 0 m 70 . 0 m 7 0 . 0 m 70 . 0 m 70. 0m 7 0 . 0 m 70 . 0 m 70 . 0 m 70 . 0 m 70 . 0 m 7 0 . 0 m 70. 0m 70.0m 70. 0m 70. 0m 70. 0m 70 . 0 m 70 . 0 m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 70. 0m 80 . 0 m 8 0 . 0 m 80. 0m 80. 0m 80. 0m 80. 0m 80 . 0 m 80. 0m 80. 0m 80. 0m 80. 0m 80. 0m 8 0 . 0 m 80. 0m 80. 0m 80. 0m 90. 0m 90. 0m 90. 0m 90. 0m 9 0 . 0 m 10 0 . 0 m 100. 0m 100. 0m 100. 0m 100. 0m 100. 0m 182 + 000 183 + 0 00 184 + 000 185 + 000 186 + 000 189 + 000 187 + 000 188 + 000 187 + 000 188 + 000 A1 19/01/2016 NOR Country North NOR Capita Symonds Ineco JV Country North Design Civil Bridge Profiles indicated at FRL to HS2 track Note: Chainage 182+100 to 186+200 Main Line C223-CSI-CV-DPP-030-000011-FPD Sheet 47 F o r Con ti nu a t i on Re f e r T o S h ee t 46 F o r Con ti nu a ti on Re f e r T o S h ee t s 48 a nd 49 Plan Scale 1:10000 LICHFIELD WHITTINGTON HUDDLESFORD WOOD FRADLEY Darnford Lane Overbridge 17 Diversion Whittington Footpath Whittington Bridleway 8 Whittington Bridleway 7 Whittington Bridleway 20 Diverted Foothpath 6 Streethay Bridleway 2 Fradley and Streethay Footpath 5 Fradley and Streethay Foothpath 5 Streethay CURBOROUGH Lichfield Road Underbridge Scale 1:10000 Profile 70 . 0 m Overbridge WCML Viaduct Capper´s Lane Overbridge Capper's Lane Road Overbridge A38 South-bound Slip Overbridge A38 Rykneld Street Line Overbridge South Staffordshire Accommodation Overbridge Streethay Footpath 6 Fulfen Wood Culvert Canal Underbridge Wyrley and Essington Station Pumping Retaining Wall Streethay Auto-Transformer Station Capper´s Lane 1:10000 AH NOR 10/10/15 AH 22/01/16 CCG FINAL PRELIMINARY DESIGN Final Preliminary Design P01 P01 Issued for Condition B 22/01/16 STREETHAY FRADLEY PARK Canal Viaduct Trent and Mersey Wood End Lane Flyover Curborough Diversion Alrewas Footpath 31 Underpass Alrewas Footpath 31 Substation Mare Brook Package Culvert Mare Brook North 7 0 . 0 m Alrewas Footpath 31 Culvert Mare Brook South Watercourse Diversion Mare Brook South Underbridge Wood End Lane 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
