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Handsacre 22 Access Route Curborough Underbridge Diversion Footpath FRADLEY Flyover WOOD Armitage with Handsacre 24

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Handsacre 22 Access Route Curborough Underbridge Diversion Footpath FRADLEY Flyover WOOD Armitage with Handsacre 24 m 0 . 0 7 m m .0 @ 1:10000 0 . 0 0 7 Rev P08 P09 P06 P07 P10 7 METRES 7 0 . Interim ConditionB Revised InterimConditionB Revised InterimConditionB Issued forCP3 Fit forhybridbillsubmission Condition B.Code1. 0 m 7 0 . 0 m 0 7 0 . 0 m HANDSACRE Footpath Armitage withHandsacre4 Maintenance AccessPoint 100 .0m 80 Description m 1 0 92+ . 948 0 7 m m .0 .0 0m 0 200 80 . 7 80 100 110 120 130 30 40 50 60 70 80 90 8 0 . 0 m m 8 .0 0 0 . 0 7 m Retainig Walls Handsacre m R=-3635.0 .0 0 7 m 8 0 0 . L=63.4 0 m 80 -4.3 74.4 78.7 192+951 7 0 . 0 m +0.2 74.6 74.4 L=55.0 192+900 .0m G L 80 = .0m 0 = m 7 0 . 0 - 2 8 0 6 R=-2600.0 . m 8 .0 3 70 +0.1 74.9 74.8 . L=161.5 192+800 500 28/06/13 29/08/13 21/10/13 29/11/13 17/12/13 0 1 Drawn % NOR NOR NOR NOR JHI R=56000.0 7 0 . 0 m 70.0m .0m L=90.8 0 +0.1 75.2 75.1 192+700 7 L = 192-L4 HandsacreRetainingWall Checked 27/06/13 29/08/13 21/10/13 29/11/13 17/12/13 9 5 MC MC MC MC PD +0.1 75.5 75.4 192+600 .0 7 0 . 0 .0m m M 0 A 7 P Turnout type T6100-49T (400/200) Underpass Extension Kings BromleyFootpath6 m 0 . 0 +0.1 75.6 75.5 192+500 7 7 0 .0 Con App 27/06/13 29/08/13 21/10/13 29/11/13 17/12/13 Connection with W CM L m 0m 70. PD PD PD PD PD m .0 M 0 A 7 +0.3 75.7 75.4 192+400 P 7 Footpath Armitage withHandsacre24 Footpath Armitage withHandsacre22 0 .0 m m .0 Footpath Armitage withHandsacre2 0 m 0 7 . 0 7 G HS2 App L 70. 0m = 7 = 0 . 0 192-S1 Handsacre m +0.2 75.9 75.7 - 6 192+300 1000 7 0 m 0 m 0 . 0 . 0 0 0 m 7 6 t Culvert Extension 7 . W es Building Equipment Relocatable (Also UsedforConstruction) New PermanentAccessRoad 1 5 19 Access Point Maintenance 280.0m + 4 . 0 0 0m L=838.5 0 . 4 0 m m 0 0 7 . 0 0 7 70.0m7 70.0 +0.1 76.0 75.9 % 192+200 m Scale withcaution asdistortioncanoccur. may beusedforlegalorotherofficial purposes. Only anofficialcopyofatitleplan orregisterobtainedfromtheLandRegistry sold orpublishedwithouttheformal permissionofLandRegistry. This materialwaslastupdatedon 2013andmaynotbecopied,distributed, Registry underdelegatedauthority fromtheControllerofHMSO. © CrownCopyrightmaterialisreproduced withthepermissionofLand Ordnance SurveyLicencenumber100049190 © CrownCopyrightanddatabaseright2013.Allrightsreserved. or ifitisissuedinpartincompletelyanyway. the reproductionofthisdocumentafteralteration,amendmentorabbreviation HS2 acceptsnoresponsibilityforanycircumstanceswhicharisefrom @ 1:1000 METRES m 0 . 0 7 +0.2 76.2 76.0 192+100 0 m 0 . 191-S4 Handsacre 0 +0.1 76.3 76.2 192+000 East Culvert 7 10 +0.7 76.4 75.7 191+900 .0m 0 7 Harveys RoughFlyover 20 Retaining StructureNo.1 Harveys Rough m .0 0 7 R=-19500.0 +0.9 77.0 76.1 191+800 191-L2 LilacEmbankment m 7 0 0 . 0 Handsacre EastCulvert Handsacre WestCulvert 0 Kings BromleyFootpath6 Footpath Kings Bromley0.391 7 m L=452.6 m 0 . 0 7 L 191-S3 Kings Bromley +3.2 78.0 74.8 = 191+700 1 Footpath 6 Underpass 8 191-S2 Kings Bromley xtension 4 E . orth Culvert 8 N +4.3 79.6 75.3 191+600 Stopped-up Shaw Lane 70 .0 m m 0 . 0 7 50 +6.0 81.7 75.7 191+500 0m L 0. G = 7 m 0 80.0m . = 0 1 7 m 0 . 0 +7.3 84.1 76.8 -2 58 191+400 7 .4 .2 6 8 0. 0 % m .0m +9.7 86.6 76.9 191+300 70 W CM L FU 8 0 . 0 W CM L SU m 7 8 0 0 . 0 0 191-L1 Harvey'sRoughFlyover m m +11.0 88.5 77.5 191+200 70.0m Legends/Notes: m .0 0 0008 R=14000.0 191+ L=548.9 +11.9 89.8 77.9 191+100 191-S1 Shaw Lane Closure 70.0m Electricity substation Ecological mitigationpond Depot, station,headhouse Land drainagearea Balancing pond 190-L2 ShawLane or portalbuilding Tunnel portal m 0 . 0 100 7 7 .0m 0 0 . 8 0 m Embankment R=2226.0 m L=1271.7 0 . 7 +12.1 90.4 78.3 191+000 0 0 7 . 0 m 70.0m .0m 70 Bridge ProfilesindicatedatFRLtoHS2track Note: m 0 . 0 +12.9 90.2 77.3 190+900 7 7 0 . 0 70.0m m 7 0 . Maintenace Access New Permanent 0 m 7 +12.9 89.4 76.5 190+800 0 m 7 0m . 0 0 0 0 .0m 7 m . 0 m . 0 70 7 m .0 0 m 7 0 . 0 m 7 m 0 0 . 0 0 0.0m 7 7 7 7 0 . 0 m 7 0 . 0 m m m 0 0 . +12.1 88.0 75.9 190+700 . 0 m 0 8 .0 7 m 0 0 7 . 0 m 0 . 0 7 8 70.0m m Bourne BrookViaduct .0 0 m 7 0 . 0 8 7 0 . 0 +13.2 86.5 73.3 190+600 m 8 0 . 0 m 70 0m .0m 70. m 0 8 0 . 0 . m 190-L1 BourneBrookViaduct 0 8 Replacement floodplainstorage Landscape mitigationplanting (scrub /woodland) Grassland habitatcreation Grassed areas Sustainable placement Wetland habitatcreation Woodland habitatcreation .0m 70 M A +11.6 85.0 73.4 190+500 P 80.0m .0m 0 7 RILEY HILL G 70.0m 70 .0m +9.4 83.6 74.2 L 190+400 = 8 = 0 70.0m . 0 m 1 .0m 8 190-S2 A515 Lichfield 0 8 Track Modifications . m m .0 7 80.0 0 4 7 m .0 0 Road Underbridge 3 8 6 . % +8.7 82.1 73.4 2 190+300 7 m 0 0 . 0 0 m L 7 .0m 0 = 80.0m 8 1 70.0m m .0 m 8 0 .0 7 0 .0m 7 +8.0 80.7 72.7 190+200 0 7 4 80.0m 8 7 7 0 0 0 . m . 0 0 . 0 m 0 m m . 0 8 7 m 0 . 0 7 0m 0. 7 7 80.0m 0.0 7 0 m . 0 m .0m 7 70 0 m 0 . 0 . 7 0 7 0 . 0 m m 7 0 . 0 +7.7 79.2 71.5 190+100 0 m 0 7 0 0. 0 + m m 0 0 . 9 0 1 7 m 0 . 0 7 7 0. 0 m m +6.7 77.7 71.0 190+000 .0 0 189-S3 Kings Bromley Footpath 7 0.392 Underpass Kings BromleyFootpath Underbridge A515 LichfieldRoad m 0 . 0 0.392 Underpass 7 188-L2 RavenshawWoodEmbankment .0m 70 7 0 . Engineering earthworks 0 Rail alignmentformation Public realm Landscape earthworks m Borough /Districtboundary development use Returned tosuitable County boundary m 0 . +5.2 76.3 71.1 189+900 0 7 Trent &MerseyCanalWestViaducts +3.6 75.0 71.4 R=-19000.0 189+800 L=362.0 0.0m 7 8 0 . 0 m m 0 . 0 7 8 0 189-S4 Kings Bromley .0 m +3.0 74.3 71.3 189+700 m 200km/h 0 . 0 7 South Culvert TOMHAY WOOD m 0 . 0 +3.0 74.2 71.2 189+600 7 Scale H1:10000V1:1000 L=1193.5 m 0 . 0 7 7 0 . 0 m m 0 m . 0 0 . 7 Scale 1:10000 0 +3.3 74.5 71.2 189+500 7 7 0 . 7 0 0 m .0 m Access Route HS2 Maintenance 7 Profile 0 . 0 m m .0 70 Plan 7 7 0 . 0 0.392 Diverted Kings BromleyFootpath 0 m .0 +3.5 74.9 71.4 189+400 m G L = = m 0 . - 5 0 7 0 m 0 Hedgerow habitatcreation . Existing watercourse Existing publicrightofway Ditches -new PRoW New, divertedorrealigned Main utilityworks (PRoW) Community forumboundary +4.1 75.4 71.3 189+300 Watercourse diversion 0 0 . 7 4 8 HS2 Alignment m 0 . 0 5 Limit ofPhase1Works 6 7 % 7 0 7 0 . 0 0 0 +4.7 75.8 71.1 189+200 m +00 m 189 Ground Level 70 .0 m m .0 0 7 Canal WestViaducts 188-L6 TrentandMersey m m 7 .0 0 0 0 . 7 0 0 +5.1 76.3 71.2 189+100 7 m m .0 0 m 0 7 . 0 7 m .0 0 7 7 0 . 0 +6.1 76.7 70.6 189+000 m Viaducts Pyford Brook R=40000.0 7 70.0m 0 .0 L=317.6 m 7 0 . 0 70. m 0m +6.1 77.0 70.9 L 188+900 7 = 0 . 70 0 .0mm 1 West Embankment 188-L5 PyfordBrook 6 5 m 0 . 0 7 70. 0 +6.5 77.0 70.5 188+800 m 0 .0m 70 7 m 0. .0 0 0 10+000 m 7 G Stopped-up PRoW = HS2 Accessroad Noise fencebarrier Rail alignment 7 (e.g. 10+000) Chainage 0 Tunnels externalextent . +7.2 76.7 69.5 188+700 0m L .0m 0 70 = .
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