C D OUN I S @ 1:10000 Rev P01 METRES For Acceptance T 0 100 Description R T 200 90+000 I Y C 500 25/02/16 Drawn HMG 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 O 50.0 60.0 70.0 80.0 90.0 L= Checked 26/02/16 2870T -3.1 118.6 121.7G= 89+600 RP -0 .5 089-S1 Bridleway 213/4 For . C 387 Accommodation Overbridge ontinu % ation -2.7 119.0 121.7 89+500 Refer To Sheet 30 Con App 26/02/16 F AAR -2.8 119.1 121.9 89+400 O Overbridge Accommodation Bridleway 213/4 HS2 App -2.9 119.0 121.9 89+300 R=40000.0 1000 L=714.8 -3.0 118.6 121.6 89+200OX 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 @ 1:1000 METRES F -3.6 118.0 121.6 89+100 89+000 0 -4.1 117.2 121.3 89+000 10 -5.3 116.0 121.3 C 88+900 L=3195.3 20 -7.0 114.7 121.7 88+800F A421 LondonRoad G = -7.5 113.3 120.8 L H 88+700 088-S2 Bridleway 213/7 1 = . 40 Overbridge 400 087-L2 BartontoMixburyCutting 6 O . % -7.0 111.9 118.9 7 88+600 50 -6.2 110.5 116.7 E 88+500 -6.6 109.1 115.7 88+400 R Overbridge Bridleway 213/7 -7.1 107.9 115.0 R 88+300 R=-40000.0 L=479.9 -7.3 106.9 114.2 88+200 D Legends/Notes: W -6.8 106.2 113.0 88+100 NEWTON PURCELL 088-S1 A4421 Buckingham Road 88+000 A4421 BuckinghamRoad Electricity substation Ecological mitigationpond Depot, station,headhouse Land drainagearea Balancing pond or portalbuilding Tunnel portal Overbridge 100 -4.8 105.8 110.6 88+000 S m -2.3 105.6 107.9 87+900 .0 ELL H 110 -0.1 105.4 105.5 L 87+800 = Overbridge Buckingham Road A4421 375 087-S2 Newton Purcell Culvert . -5.0 105.2 110.2 87+700 1 0 1 0 . 0 I m -4.6 105.0 109.6 87+600 R Replacement floodplainstorage Landscape mitigationplanting (scrub /woodland) Grassland habitatcreation Grassed areas Sustainable placement Wetland habitatcreation Woodland habitatcreation -4.2 104.8 109.0 87+500 087-S1 Footpath BHA/2 Overbridge G L = = 0 Overbridge Footpath BHA/2 1165 -4.0 104.6 108.6 . 87+400 200 E . % +2.2 104.4 102.2 6 87+?300 -0.9 104.2 105.1 87+200 +2.4 104.0 101.6 87+100 ? 87+000 087-S3 Barton Hartshorn Culvert +4.6 103.8 99.2 87+000 +3.0 103.6 100.6 86+900 Engineering earthworks Rail alignmentformation Public realm Landscape earthworks Borough /Districtboundary development use Returned tosuitable County boundary Overbridge School End +0.8 103.4 102.6 86+800 Embankment 086-L1 BartonHartshorn R=56000.0 -1.6 103.1 104.7 L=288.9 86+700 -3.3 102.7 106.0 86+600 Scale H1:10000V1:1000 -6.5 102.0 108.5 86+500 400km/h Scale 1:10000 Profile -8.5 101.3 109.8 86+400 086-S2 School End Overbridge Plan -9.3 100.6 109.9 86+300 Hedgerow habitatcreation Existing watercourse Existing publicrightofway Ditches -new PRoW New, divertedorrealigned Main utilityworks (PRoW) Community forumboundary Watercourse diversion -8.5 99.9 108.4 86+200 -7.8 99.2 107.0 86+100 HS2 Alignment 084-L2 ChetwodeCutting G L = = 86+000 0 -7.6 98.5 106.1 1079 86+000 CHETWODE . 716 Overbridge Accommodation Footpath CHW/18 . % -7.5 97.7 105.2 3 85+900 -6.0 97.0 103.0 85+800 10+000 -3.8 96.3 100.1 85+700 Re-alignment 'The Green' Stopped-up PRoW HS2 Accessroad Noise fencebarrier Rail alignment (e.g. 10+000) Chainage Tunnels externalextent m -6.1 95.6 101.7 85+600 .0 100 085-S3 Footpath CHW /18 -8.8 94.9 103.7 85+500 Accommodation Overbridge 100 . 0 m R=8255.0 L=4510.4 085-S6 Chetwode ATS -10.1 94.2 104.3 85+400 R=-56000.0 L=288.9 -10.5 93.6 104.1 85+300 085-S2 'The Green' Realignment Station Auto-transformer Chetwode Creator/Originator -9.2 93.1 102.3 85+200 -6.6 92.9 99.5 85+100 -3.7 92.7 96.4 85+000 85+000 -1.1 92.5 93.6 84+900 Atkins 084-L4 Godington 084-L1 Chetwode 0m +1.5 92.3 .8 West Viaduct . 90 84+800 90 Embankment 90 .0 m +3.9 92.1 88.2 84+700 London, E145AB One CanadaSquare, Registered office: Registration No.06791686 Registered inEngland +4.5 91.9 87.4 84+600 084-S4 Godington W est Culvert +5.0 91.7 86.7 84+500 +5.1 91.5 86.4 84+400 +5.2 91.3 86.1 84+300 Drawing Title Design Stage Zone G L = = 0 +5.1 91.1 86.0 5344 84+200 . 200 West Viaduct Godington . % 7 FINAL PRELIMINARYDESIGN +5.3 90.9 85.6 84+100 Chainage 83+200 to89+600 +5.2 90.7 85.5 84+000 083-S4 Godington East Culvert 000 Country South 84+ 083-L2 GodingtonEastEmbankment 083-L1 GodingtonEastViaduct 084-L3 GodingtonWestEmbankment Main Line +4.5 90.5 86.0 83+900 Sheet 29 Fit forAcceptance -2.0 90.3 92.3 83+800 East Viaduct Godington Accepted -4.8 90.1 94.9 83+700 082-L3 TwyfordCutting 9 0 .0 -4.0 89.9 .9 m 93 83+600 - -2.2 89.7 91.9 83+500 eet 28 -1.2 89.5 .7 o Sh 90 83+400 efer T on R nuati -2.4 89.3 91.7 83+300 onti Date Drawn Drawing No. Discipline/Function Project/Contract C C222-ATK-CV-DPP-020-000010-FPD For 1 26/02/2016 -1.8 89.1 90.9 83+200 RouteElementID DesignSpeed CutandFill ProposedLevel ExistingLevel VerticalAlignment HorizontalAlignment Chainage 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 TB Country SouthDesign 0 Checked Scale 83+00 AS SHOWN Civil RP Approved Size AAR A1 Rev. Code P01.