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C222-ATK-CV-DPP-020-000014-FPD P01 Rev Description Drawn Checked Con App HS2 App

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C222-ATK-CV-DPP-020-000014-FPD P01 Rev Description Drawn Checked Con App HS2 App 116+000 @ 1:10000 Rev P01 METRES For Acceptance 0 100 Description 200 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 70.0 80.0 90.0 500 25/02/16 Drawn HMG R=40000.0 L=224.1 For Con +2.1 123.4 121.3 115+200 tinuation Refer To Sheet 34 Checked 26/02/16 RP +2.3 122.6 120.3 115+100 +3.0 121.8 118.8 115+000 115+000 Con App 26/02/16 114-L1 LowerBoddingtonEmbankment AAR +3.2 121.0 117.8 114+900 HS2 App 114-S2 Nursery Site Canal Feeder Culvert 1000 +3.6 120.2 116.6 114+800 Scale withcaution asdistortioncanoccur. may beusedforlegalorotherofficial purposes. Only anofficialcopyofatitleplan orregisterobtainedfromtheLandRegistry sold orpublishedwithouttheformal permissionofLandRegistry. This materialwaslastupdatedon 2015andmaynotbecopied,distributed, Registry underdelegatedauthority fromtheControllerofHMSO. © CrownCopyrightmaterialisreproduced withthepermissionofLand Ordnance SurveyLicencenumber100049190 © CrownCopyrightanddatabaseright2015.Allrightsreserved. or ifitisissuedinpartincompletelyanyway. the reproductionofthisdocumentafteralteration,amendmentorabbreviation HS2 acceptsnoresponsibilityforanycircumstanceswhicharisefrom +4.4 119.4 115.0 114+700 @ 1:1000 METRES G L = = 0 1089 +4.0 118.6 114.6 . 114+600 810 114-S4 Cedars Farm Access Overbridge 0 . % +3.7 117.8 114.1 2 114+500 114-S3 Cedars Farm Culvert 10 +3.0 117.0 114.0 114+400 Overbridge Accommodation Cedars Farm 20 +3.0 116.1 113.1 114+300 +1.7 115.3 113.6 114+200 LOWER BODDINGTON L=3717.2 +0.3 114.5 114.2 114+100 113-L2 LowerBoddingtonCutting 50 -1.4 113.7 115.1 114+000 114+000 -0.9 113.1 114.0 113+900 400km/h R=-40000.0 L=524.2 113-S2 Lower Boddington Inverted Siphon -0.9 112.7 113.6 113+800 113-S3 Claydon Road Overbridge Legends/Notes: -2.2 112.6 114.8 113+700 -1.7 112.8 114.5 113+600 Electricity substation Ecological mitigationpond Depot, station,headhouse Land drainagearea Balancing pond or portalbuilding Tunnel portal 100 Claydon Road Overbridge Road Claydon +0.5 113.1 112.6 113+500 113-L1 HighfurlongBrook +3.4 113.6 110.2 113+400 Embankment +5.2 114.1 108.9 113+300 +6.3 114.6 108.3 113+200 +7.2 115.1 107.9 113+100 Replacement floodplainstorage Landscape mitigationplanting (scrub /woodland) Grassland habitatcreation Grassed areas Sustainable placement Wetland habitatcreation Woodland habitatcreation +8.0 115.6 107.6 113+000 113+000 +9.0 116.1 107.1 112+900 Brook Viaduct 112-L3 Highfurlong L = 375 Station Auto-transformer Mid-Point +8.4 116.6 108.2 112+800 Warden Chipping . 1 Walls Embankment Viaduct Highfurlong Brook +8.4 117.1 108.7 112+700 112-L2 Astonle +7.4 117.6 110.2 112+600 +4.8 118.1 113.3 112+500 112-S2 Chipping W arden M PAT Substation Engineering earthworks Rail alignmentformation Public realm Landscape earthworks Borough /Districtboundary development use Returned tosuitable County boundary +2.9 118.6 115.7 112+400 G L = = -2.2 119.1 121.3 - 112+300 2518 0 . R=8256.0 500 L=894.4 . 5 -12.3 119.6 131.9 % 112+200 ASTON LEWALLS -15.7 120.1 135.8 112+100 Scale H1:10000V1:1000 -21.1 120.6 141.7 112+000 112+000 Scale 1:10000 Profile -23.4 121.1 144.5 111+900 Plan Hedgerow habitatcreation Existing watercourse Existing publicrightofway Ditches -new PRoW New, divertedorrealigned Main utilityworks (PRoW) Community forumboundary Watercourse diversion -23.3 121.6 144.9 111+800 111-S2 Appletree Lane -23.6 122.1 145.7 111+700 Reinstatement L -22.4 122.6 145.0 = 111+600 375 . Reinstatement Appletree Lane -21.6 123.1 144.7 1 111+500 -20.3 123.6 143.9 111+400 Green Tunnel Chipping Warden A361 Byfield Road Byfield A361 109-L1 ChippingWardenGreenTunnel -18.5 124.1 142.6 111+300 10+000 A361 Realignment A361 Stopped-up PRoW HS2 Accessroad Noise fencebarrier Rail alignment (e.g. 10+000) Chainage Tunnels externalextent -17.0 124.6 141.6 111+200 360km/h -15.1 125.1 140.2 111+100 -13.2 125.6 138.8 111+000 111+000 -11.7 126.0 137.7 110+900 R=40000.0 L=1135.2 L=400.0 Creator/Originator -11.0 126.2 137.2 110+800 -10.6 126.1 136.7 110+700 110-S5 A361 Realignment -10.8 125.8 136.6 110+600 -9.7 125.3 135.0 110+500 Bridleway Culworth Road Culworth Atkins -8.8 124.8 133.6 110+400 HS2 Alignment -8.6 124.3 132.9 110+300 CHIPPING WARDEN London, E145AB One CanadaSquare, Registered office: Registration No.06791686 Registered inEngland -8.2 123.8 132.0 110+200 -7.7 123.3 131.0 L 110+100 = 375 110-S4 Culworth Road Bridleway . -6.8 122.8 129.6 0 110+000 110+000 -6.2 122.3 128.5 109+900 Drawing Title Design Stage Zone -5.6 121.8 127.4 G 109+800 L = = 0 1767 . 5 -4.9 121.3 126.2 00 109+700 . % 3 FINAL PRELIMINARYDESIGN Chainage 108+800 to115+200 -4.2 120.8 125.0 109+600 108-L2 EdgcoteCutting -4.4 120.3 124.7 109+500 Country South Main Line Sheet 33 R=-8250.0 -4.2 119.8 124.0 L=1488.2 109+400 400km/h Fit forAcceptance -3.9 119.3 123.2 109+300 Accepted -3.1 118.8 121.9 109+200 North Embankment 108-L3 Edgcote 1 2 0 . 0 m -2.3 118.3 120.6 109+100 be stoppedup Culworth Roadto - R=-40000.0 -2.2 117.8 120.0 L=400.0 109+000 109+000 +1.8 117.3 115.5 108+900 108-S2 Osierbed Spinney Culvert Date Drawn Drawing No. Discipline/Function Project/Contract C222-ATK-CV-DPP-020-000014-FPD 1 +7.5 116.8 109.3 108+800 RouteElementID 11 DesignSpeed CutandFill ProposedLevel ExistingLevel VerticalAlignment HorizontalAlignment Chainage 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 26/02/2016 0 . 0 For m Continuation Refer To Sheet 32 TB Country SouthDesign Checked Scale AS SHOWN Civil RP m 0 . 10 1 Approved Size 108+000 AAR A1 Rev. Code P01.
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