20+0 00 A1 10 9 8 7 6 5 4 3 2 1 0 4 Legend 0 0.01 0 0.02 4 N SSSI World HeritageSite RAMSAR Area ofOutstandingNatural Beauty Listed buildings A © Crowncopyrightanddatabaserights2011Ordnance Survey10049190 0.03 4 0 0.04 0 4 0.05 Metres at1:1(Scale withcaution asdistortion canoccur) 4 0 0 4 4 0 4 4 0 4 0 0 100.0 110.0 -10.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 0.0 0 4 For Continuation Refer To HS2-ARP-DR-RW -05004 B R=8018.0 L=735.9 0 Northolt to West Ruislip, 4400m Ruislip, to West Northolt -20.3 20.2 40.5 19+200 4 4 0 0 4 L 4 4 = 0 8 0 0 . -20.2 21.3 41.5 0 19+100 0 4 4 0 0 -19.8 22.4 42.2 19+000 19+ 4 000 0 4 Tunnel Portal Tunnel -19.4 23.5 42.9 18+900 HS2 New Historical Battlefields Scheduled AncientMonuments Parks andGardens National NatureReserves Special ProtectionAreas Special AreasofConservation 4 0 0 4 -18.5 24.7 43.2 18+800 4 0 C -17.8 25.8 43.6 18+700 G L = = - 2 1 7 0 . 2 4 4 -14.9 26.9 41.8 1 18+600 0 0 2 . % 4 4 -13.2 28.0 41.2 18+500 0 Bridge overHS2 New HS2MandevilleRoad 4 40 0 Structure -13.0 29.1 42.1 18+400 Retaining HS2 New Bridge over HS2 over Bridge New Eastcote Lane Eastcote New New HS2RetainingStructure1880m -12.4 30.2 42.6 18+300 4 D -8.3 31.4 39.7 18+200 0 L=1938.6 4 0 NORTHOLT 40 4 -7.1 32.5 39.6 18+100 40 0 Flood RiskZones National Parks Ch.18005.154 4 -6.2 33.6 39.8 18+000 TP.33.551 18+000 0 R=22500.0 4 0 0 L=292.1 4 0 -5.0 34.5 39.5 17+900 4 Bridge over HS2 over Bridge New Mandeville Road Mandeville New -5.1 34.9 40.0 17+800 E Ch.17713.091 0 40 6 -6.9 34.9 41.8 17+700 .34.926 4 TP 0 40 -4.6 34.7 39.3 17+600 G 6 L -1.6 34.5 36.1 = 17+500 0 = 0 40 5 . 1 4 Embankment 8 Railway Railway Cutting 4 % . +1.1 34.4 33.3 1 17+400 4 +3.0 34.2 31.2 17+300 0 F +0.9 34.0 33.1 R=55000.0 17+200 Ch.17169.015 L=121.4 L = TP.33.956 9 +2.4 33.8 31.4 0 17+100 . 0 Ch.17047.580 40 R=10000.0 Highway Highway Embankment Grand UnionCanal New HS2Bridgeover Cutting L=153.7 TP.33.605 Grand Union Canal Union Grand +1.0 33.4 32.4 17+000 17+000 over Bridge HS2 New -0.1 33.0 33.1 16+900 L = 40 9 0 -1.2 32.6 .8 . L 33 0 = 16+800 9 G Oldfield Lane North Lane Oldfield 0 over Bridge HS2 New .0 Oldfield LaneNorth New HS2Bridgeover -1.1 32.2 33.3 R=10004.2 16+700 L=202.1 40 G L 20 = -0.5 31.8 32.3 = 16+600 1 0 40 0 . Road Greenford New HS2 Bridge over Bridge HS2 New 4 1 Greenford Road Greenford New HS2 Bridge over Bridge HS2 New 0 9 L % = . +0.1 31.4 31.3 3 16+500 20 Issue 9 2.0 3.0 0 40 . 0 2 20 0 +1.8 31.0 29.2 L=145.1 16+400 For Coordination Approved 05 22 / / Date 12 01 20 0 4 / / L +4.8 30.6 25.8 = 16+300 12 11 3 Retaining Structures Retaining New HS2 New 0 H . 0 R=27500.0 L=140.4 2 +1.8 30.2 28.4 16+200 0 CO SH By 40 Scale H1:10000V1:1000 2 +0.7 29.8 29.1 16+100 0 R=-50000.0 L 250km/h =3 4 L=96.6 0 Ch.16028.326 0 .0 Scale 1:10000 Profile TP.29.537 Chkd MP MP +1.1 29.4 28.3 16+000 2 0 16+000 Ch.15931.691 Plan +1.5 29.2 27.7 15+900 TP.29.244 over LyonWay New HS2Bridge Appd 2 CL CL +0.2 29.0 28.8 15+800 0 over Lyon Way Lyon over New HS2 Bridge Bridge HS2 New I -0.5 28.8 29.3 15+700 2 0 Client 4 -1.4 28.6 30.0 15+600 0 4 2 0 +0.8 28.4 27.6 15+500 0 G L 2 = = 0 1 0 0 . +0.9 28.1 27.2 2 15+400 9 6 1 0 2 2 0 % 2 0 . 0 6 4 2 0 +1.0 27.9 .9 4 26 15+300 0 J Horsenden Lane South Lane Horsenden 8 New HS2 Bridge over Bridge HS2 New 0 +2.4 27.7 25.3 15+200 Retaining Structure New HS2 Horsenden LaneSouth New HS2Bridgeover 6 +1.1 27.5 26.4 15+100 0 0 2 8 0 4 +1.5 27.3 25.8 15+000 15+000 0 0 6 L=2394.0 +2.4 27.1 24.7 14+900 R=-30000.0 Ch.14839.284 60 L=138.3 TP.26.996 2 +1.6 26.9 25.3 14+800 2 K 0 0 40 Ch.14701.021 Discipline Scale atA1 Feasibility Study High Speed2 Job Title +2.6 27.0 24.4 14+700 TP.27.029 4 0 0 2 0 +3.7 27.3 23.6 14+600 2 Rail As Shown +3.1 27.5 24.4 14+500 20 20 0 G 2 L +1.5 27.8 26.3 = = 14+400 - 6 0 8 0 . 2 2 8 6 . 1 % +2.7 28.1 25.4 14+300 over BidefordAvenue New HS2Bridge L 2 Bideford Avenue Bideford 0 over Bridge HS2 New +4.6 28.3 23.7 14+200 0 PERIVALE 2 Access Pedestrian over New HS2 Bridge Bridge HS2 New +1.1 28.6 27.5 14+100 Ch.14012.954 R=40000.0 +2.2 28.8 26.6 L=170.4 14+000 TP.28.784 14+0 2 000 0 2 Lane Alperton +0.2 28.9 28.7 13+900 over Bridge HS2 New Ch.13842.588 Alperton Lane New HS2Bridgeover G = TP.28.856 www.arup.com T +44(0)1212133000F 213 3001 Solihull, WestMidlandsB908AE The ArupCampus,BlytheGate, ValleyPark L M 0 -1.4 28.8 30.2 = 13+800 . 1 1 2 9 7 0 0 % . 0 -0.1 28.6 28.7 R=-28000.0 13+700 L=116.8 Ch.13652.560 0 TP.28.531 2 +3.5 28.5 25.0 L 13+600 = 40 2 Ch.13535.752 7 5 TP.28.575 20 over River Brent River over +2.4 28.7 26.3 . 13+500 Bridge HS2 New 0 0 2 over River Brent over New HS2 Bridge HS2 New +1.0 28.9 27.9 13+400 2 0 40 R=3500.0 0 L=292.0 2 +3.1 29.2 26.1 13+300 40 N G L = = +2.1 29.4 27.3 - 8 13+200 0 . 3 2 4 5 . 8 % 0 +6.3 29.6 23.3 13+100 4 L = +0.9 29.9 29.0 2 13+000 7 0 4 5 . 0 00 HS2-ARP-00-DR-RW-05003 Drawing No Approved Drawing Status Sheet 3of33 Plan andProfile Post ConsultationRoute Drawing Title 0 +2.0 30.1 28.1 12+900 13+ 4 L=164.3 0 F o r 0 C o n t i n 4 u a t i o n R O e f e r +0.3 30.4 30.1 12+800 T o DesignSpeed CutandFill ProposedLevel ExistingLevel VerticalAlignment HorizontalAlignment Chainage -10.0 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 H S 2 - A R P - D R - R W - 0 5 0 0 2 0 4 6 0 0 4 0 4 0 6 209742-00 Job No 60 P 40 0 6 0 3.0 4 Issue © Arup 6 0 J:\209000\209742-00\4 Internal Project Data\4-10 Post Consultation Drawings\0_Drawings\HS2-ARP-00-DR-RW -05003.dgn 12+000.