1
www.arup.com T +44(0)121 213 3000 F +44(0)121 213 3001 Solihull, West Midlands B90 8AE The Arup Campus, Blythe Gate, Blythe Valley Park Feasibility Study High Speed 2 Plan and Profile, Sheet 7 of 20 209742-00 HS2-ARP-00-DR-RW-05207 1.0 As Shown West Midlands Drawings / / 13 01 12 CO MP CL 1.0 Rail Post Consultation Route \ g l ob a l\ m i d l a nd s \j ob s \ 209000 \ 209742 - 00 \ 4 I n t e r n a l Pr o j ec t Da t a \ 4 - 10 Po s t Con s u lt a ti on Dr a wi ng s \ 0_ Dr a wi ng s \ HS2 - ARP- 00 - DR- RW - 05207 . dgn Approved Approved M 6 1 0 The Und CR M 42 Foot Br i dge 94.4m Gr ee nL a n e P a t h( u m) Drain Pond 90.5m M 42 Gantry M4 2 Ponds Path (um) 86.6m 79.6m The Belt 5 86.0m 84.4m G R E E NL AN E( T r ac k ) 83.5m 1 Pond El Sub Sta GI L SON DRI VE Drain Pond D r a i n GI L SON DRI VE T r ac k El Sub Sta Pond Pa t h ( u m) M 42 Collects Sinks 76.5m Gantry Gantry Mast The Manor 1 The Lodge El Sub Sta 3 Office Campus Coleshill Manor 2 ED&War dBdy CoCons t &Met Di s t Bdy 96 M6 167 11 252 11 262 22 M 6 180 24 16 278 25 264 15 158 11 15 85 2 3 12 30 12 El 15 17 16 5 33 17 El 15 43 48 48 151 54 21 19 39 11 13 12 36 34 32 32 13 LB 71 2a 17 75 30 30 20 20 56 4 6 14 18 73 16 41 25 15 3 1 65 1a 1 4 1 55 19 12 45 55a 294 94 15 308 M 6 11 TCB 314 158 62 102 290 84 76 71 89 316 92 87 81 300 16 180 170 73 310 36 46 9 5 3 2 50 53 84 24 74 LB 3 4 94 64 1 0 9 4 8 6 2 1 2 3 135 54 60 5 6 5 8 50 b 50 54 57 Und CR CH CR CR Und CR CH Und Def SP CR D e f B I R MI NGHA MR OA D Gantry A4 52 Twisted Oak Riding Stables Lanchester Park Hill Crescent 96.3m Hill Crest 91.1m WA T E RORT ONROA D 89.1m 89.6m 1 Subway Bosworth’s Wood 2 A452 HUMBER GROVE 9 3 1 9 Water Orton Copt hor ne VESEYCLOSE Far r away Primary School J AQUES CLOSE 2 El Sub Sta 1 WELAND CLOSE Tal l Tr ees Tr emez z o Shambl es 1 Pat h V I C A R A GEL AN E AVENUE The Green 8 2 83.5m Ros t r evor Sub Sta Wa t e r Or t o n 3 WOODLANDS A T TLE B OR OL A NE 7 Arden House Wedgewood P r i ma r y S c ho o l Vi car age 7 1 6 Pakefield 2 Ar hos ea Gl ens pean Pat h Sub Sta White 7 Croft Allotment Gardens Cr ai gl evar St el l aMar i s 3 Yew Tree House 9 1 81.7m 2 P L ANKL AN E 7 P a t h M42 Pond 96.4m Pond 95.7m Gantry Gas Valve Compound M 42 Gantry 92.2m L ANCHESTERWAY Attleboro’ Farm ATTLEBORO LANE 2 9 86.2m A 452 90.6m 1 91.0m MYTTON PL ANK L A 8 4 . 1 m 6 4t o70 7 Hall ROAD BI RMI NGHAM ROAD B4 118 S MI T HSWA Y Ponds M 4 2 Pond Dr a i n M42 Fenicia Pond Pond Dr a i n Lodge M42 M 4 2 Gilson Gantry Willow Barn Oak Barn 1 5 Weland Court 7 to 12 1 to 6 Track Gantry Gantry CoCon s t , Me t Di s t &CPBd y Bo r oCon s t Bd y Bor oCons t &Met Di s t Bdy CoCons t Bdy War dBdy CoCo n s t &Me t Di s t Bd y CoCo n s t &Me t Di s t Bd y EDandWar dBdy E Da ndWa r dB dy 1 . 22 mRH CoCons t &Met Di s t Bdy 1 . 22 m R H 1.22m RH 2 + 4 0 0 2 + 600 2 + 8 00 3 + 000 3 + 200 3 + 4 0 0 3 + 600 3 + 800 4 + 000 162 + 4 00 1 6 2 + 60 0 1 6 2 + 8 0 0 163 + 000 163 + 200 1 6 3 + 400 163 + 60 0 1 6 3 + 8 0 0 164 + 0 00 164 + 200 164 + 400 164 + 600 164 + 800 165 + 000 165 + 200 New Possible Permanent Attleborough Lane Diversion Under HS2 Up South and Down South lines B i r m i ngh a m Do wn No r t h l i n e Up No r t h li n e Existing M6/M42 Slip Level (Information Provided by Highways Agency) For Continuation Refer to HS2-ARP-00-DR-RW-05209 Manchester New HS2 Up South and Down South Box Culvert over Green Lane New HS2 Up South and Down South Viaduct over M42 and Attleborough Lane 100m Up South Line New HS2 Viaduct carrying Up South Line over Up and Down North Lines 230m HS2 Up Line HS2 Down Line Down South Line Up North and Down North lines New Possible Permanent Gilson Drive Diversion L on d on U p S o u t h l i n e D o w n S o u t h l i n e New HS2 Up South and Down South lines Box Culvert over Green Lane New Possible Permanent Attleborough Lane Diversion Under HS2 Up South and Down South lines Retaining Walls between Up South and other lines New HS2 Viaduct carrying Up South line over Up North and Down North lines New HS2 Up South and Down South lines Viaduct over M42 and Attleborough Lane 162 + 400 162 + 600 162 + 800 163 + 000 1 6 3 + 2 0 0 N R=1300.000 L=2258.253 70.0 75.0 80.0 85.0 90.0 95.0 100.0 105.0 105.0 70.0 75.0 80.0 85.0 90.0 95.0 100.0 105.0 105.0 Chainage 162 + 500 . 000 162 + 520 . 000 162 + 540 . 000 162 + 560 . 000 162 + 580 . 000 162 + 600 . 000 162 + 620 . 000 162 + 640 . 000 162 + 660 . 000 162 + 680 . 000 162 + 700 . 000 162 + 720 . 000 162 + 740 . 000 162 + 760 . 000 162 + 780 . 000 162 + 800 . 000 162 + 820 . 000 162 + 840 . 000 162 + 860 . 000 162 + 880 . 000 162 + 900 . 000 162 + 920 . 000 162 + 940 . 000 162 + 960 . 000 162 + 980 . 000 163 + 000 . 000 163 + 020 . 000 163 + 040 . 000 163 + 060 . 000 163 + 080 . 000 163 + 100 . 000 163 + 120 . 000 163 + 140 . 000 163 + 160 . 000 163 + 180 . 000 163 + 200 . 000 163 + 220 . 000 163 + 240 . 000 163 + 260 . 000 163 + 280 . 000 163 + 300 . 000 163 + 320 . 000 163 + 340 . 000 163 + 360 . 000 163 + 380 . 000 163 + 400 . 000 163 + 420 . 000 163 + 440 . 000 163 + 460 . 000 163 + 480 . 000 163 + 500 . 000 163 + 520 . 000 163 + 540 . 000 163 + 560 . 000 163 + 580 . 000 163 + 600 . 000 163 + 620 . 000 163 + 640 . 000 163 + 660 . 000 163 + 680 . 000 163 + 700 . 000 163 + 720 . 000 163 + 740 . 000 163 + 760 . 000 163 + 780 . 000 163 + 800 . 000 163 + 820 . 000 163 + 840 . 000 163 + 860 . 000 163 + 880 . 000 163 + 900 . 000 163 + 920 . 000 163 + 940 . 000 163 + 960 . 000 163 + 980 . 000 164 + 000 . 000 164 + 020 . 000 164 + 040 . 000 164 + 060 . 000 164 + 080 . 000 164 + 100 . 000 164 + 120 . 000 164 + 140 . 000 164 + 160 . 000 164 + 180 . 000 164 + 200 . 000 164 + 220 . 000 164 + 240 . 000 164 + 260 . 000 164 + 280 . 000 164 + 300 . 000 164 + 320 . 000 164 + 340 . 000 164 + 360 . 000 164 + 380 . 000 164 + 400 . 000 164 + 420 . 000 164 + 440 . 000 164 + 460 . 000 164 + 480 . 000 164 + 500 . 000 164 + 520 . 000 164 + 540 . 000 164 + 560 . 000 164 + 580 . 000 164 + 600 . 000 164 + 620 . 000 164 + 640 . 000 164 + 660 . 000 164 + 680 . 000 164 + 700 . 000 164 + 720 . 000 164 + 740 . 000 164 + 760 . 000 164 + 780 . 000 164 + 800 . 000 164 + 820 . 000 164 + 840 . 000 164 + 860 . 000 164 + 880 . 000 164 + 900 . 000 164 + 920 . 000 164 + 940 . 000 164 + 960 . 000 164 + 980 . 000 165 + 000 . 000 R=2250.000 L=2198.301 L = 2 50 . 0 0 0 L=719.567 L = 1 56 . 1 3 5 L=239.895 R=-20000.000 L = 452 . 442 G = 1 . 515 % L=650.531 R=20000.000 L = 362 . 66 7 G = - 1 . 73 8 % L=352.744 R=-20000.000 L = 563 . 046 G = 0 . 026 % Existing Level 82 . 378 82 . 707 83 . 045 83 . 525 83 . 896 84 . 170 84 . 634 85 . 082 84 . 964 84 . 642 84 . 334 84 . 043 83 . 901 83 . 866 83 . 725 83 . 696 83 . 670 83 . 666 83 . 815 83 . 966 84 . 119 84 . 442 84 . 757 85 . 045 85 . 235 85 . 415 85 . 596 85 . 742 85 . 846 85 . 972 86 . 100 86 . 244 86 . 411 86 . 594 86 . 743 86 . 825 86 . 630 86 . 436 86 . 402 86 . 528 86 . 550 86 . 569 86 . 250 85 . 999 85 . 750 85 . 500 85 . 462 85 . 492 85 . 523 85 . 677 85 . 858 86 . 035 86 . 129 86 . 306 86 . 564 86 . 445 86 . 344 86 . 228 86 . 136 86 . 070 85 . 997 86 . 014 86 . 119 86 . 225 86 . 372 86 . 551 86 . 483 86 . 512 86 . 535 86 . 560 86 . 675 86 . 802 86 . 887 86 . 826 86 . 769 86 . 694 86 . 463 86 . 194 85 . 936 85 . 710 85 . 456 85 . 315 85 . 218 85 . 236 85 . 345 85 . 385 85 . 590 85 . 936 86 . 282 86 . 293 86 . 224 86 . 128 85 . 742 85 . 346 85 . 140 85 . 334 85 . 599 86 . 398 87 . 400 88 . 340 89 . 373 90 . 416 91 . 231 91 . 273 91 . 314 91 . 254 90 . 900 90 . 269 89 . 614 88 . 864 88 . 090 88 . 025 87 . 781 87 . 622 87 . 809 88 . 021 88 . 570 89 . 492 90 . 413 91 . 095 91 . 184 91 . 194 91 . 602 92 . 257 92 . 883 93 . 460 82 . 976 83 . 089 83 . 222 83 . 375 83 . 548 83 . 741 83 . 954 84 . 187 84 . 440 84 . 713 85 . 006 85 . 309 85 . 612 85 . 915 86 . 218 86 . 521 86 . 824 87 . 127 87 . 430 87 . 733 88 . 037 88 . 340 88 . 643 88 . 946 89 . 249 89 . 552 89 . 855 90 . 158 90 . 461 90 . 764 91 . 067 91 . 370 91 . 673 91 . 975 92 . 260 92 . 526 92 . 771 92 . 997 93 . 202 93 . 388 93 . 553 93 . 699 93 . 824 93 . 930 94 . 015 94 . 081 94 . 126 94 . 152 94 . 157 94 . 143 94 . 108 94 . 053 93 . 979 93 . 884 93 . 770 93 . 635 93 . 481 93 . 306 93 . 112 92 . 897 92 . 663 92 . 408 92 . 134 91 . 839 91 . 525 91 . 190 90 . 843 90 . 495 90 . 148 89 . 800 89 . 452 89 . 105 88 . 757 88 . 410 88 . 062 87 . 715 87 . 367 87 . 019 86 . 672 86 . 324 85 . 977 85 . 629 85 . 282 84 . 934 84 . 592 84 . 268 83 . 965 83 . 682 83 . 419 83 . 175 82 . 952 82 . 749 82 . 566 82 . 403 82 . 259 82 . 136 82 . 033 81 . 950 81 . 887 81 . 844 81 . 820 81 . 817 81 . 822 81 . 828 81 . 833 81 . 838 81 . 843 81 . 848 81 . 854 81 . 859 81 . 864 81 . 869 81 . 875 81 . 880 81 . 885 81 . 890 81 . 895 81 . 901 81 . 906 81 . 911 81 . 916 81 . 922 81 . 927 81 . 932 81 . 937 81 . 943 + 0 . 598 + 0 . 382 + 0 . 177 + 0 . 071 + 0 . 672 + 1 . 266 + 1 . 711 + 2 . 049 + 2 . 493 + 2 . 825 + 3 . 154 + 3 . 461 + 3 . 615 + 3 . 767 + 3 . 918 + 3 . 898 + 3 . 886 + 3 . 901 + 4 . 014 + 4 . 137 + 4 . 259 + 4 . 416 + 4 . 615 + 4 . 792 + 4 . 967 + 5 . 126 + 5 . 262 + 5 . 381 + 5 . 517 + 5 . 701 + 6 . 141 + 6 . 561 + 6 . 800 + 6 . 860 + 7 . 003 + 7 . 130 + 7 . 574 + 7 . 931 + 8 . 265 + 8 . 581 + 8 . 664 + 8 . 660 + 8 . 634 + 8 . 466 + 8 . 250 + 8 . 018 + 7 . 850 + 7 . 578 + 7 . 206 + 7 . 190 + 7 . 137 + 7 . 078 + 6 . 976 + 6 . 827 + 6 . 666 + 6 . 394 + 6 . 015 + 5 . 614 + 5 . 153 + 4 . 639 + 4 . 360 + 3 . 983 + 3 . 613 + 3 . 240 + 2 . 777 + 2 . 303 + 1 . 870 + 1 . 584 + 1 . 293 + 1 . 021 + 0 . 904 + 0 . 825 + 0 . 736 + 0 . 614 + 0 . 521 + 0 . 314 + 0 . 064 - 0 . 150 - 0 . 348 - 0 . 429 - 0 . 680 - 0 . 895 - 0 . 524 - 0 . 302 - 0 . 753 - 1 . 117 - 1 . 625 - 2 . 254 - 2 . 863 - 3 . 118 - 3 . 272 - 3 . 379 - 3 . 176 - 2 . 943 - 2 . 881 - 3 . 198 - 3 . 566 - 4 . 448 - 5 . 513 - 6 . 496 - 7 . 553 - 8 . 599 - 9 . 409 - 9 . 445 - 9 . 481 - 9 . 416 - 9 . 057 - 8 . 421 - 7 . 760 - 7 . 005 - 6 . 226 - 6 . 156 - 5 . 906 - 5 . 742 - 5 . 924 - 6 . 131 - 6 . 675 - 7 . 591 - 8 . 507 - 9 . 184 - 9 . 268 - 9 . 272 - 9 . 675 - 10 . 325 - 10 . 946 - 11 . 517 230km/h Ch . 162700 . 028 T P. 85 . 006 Ch . 163152 . 470 T P. 91 . 862 Ch . 163803 . 000 T P. 91 . 138 Ch . 164165 . 667 T P. 84 . 835 Ch . 164518 . 412 T P. 81 . 817 Down South Horizontal Alignment Down South Vertical Alignment Down South Proposed Level Down South Cut and Fill Up and Down Design Speed: Ch . 162631 . 918 T P. 84 . 409 Ch . 163121 . 918 T P. 91 . 834 Ch . 163531 . 918 T P. 93 . 843 Ch . 164287 . 918 T P. 89 . 799 Ch . 164481 . 268 T P. 87 . 304 Ch . 164613 . 951 T P. 84 . 590 Ch . 164879 . 117 T P. 81 . 912 R=2405.000 L=2560.625 L = 210 . 000 L=593.091 L = 156 . 135 L=268.348 R=-20000.000 L = 490 . 000 G = 1 . 515 % L=410.000 R=20000.000 L = 756 . 000 G = - 0 . 535 % L=193.350 R=12800.000 L = 132 . 684 G = - 2 . 046 % L=265.166 R=-12800.000 L = 198 . 000 G = 0 . 026 % 82 . 846 83 . 027 83 . 228 83 . 449 83 . 690 83 . 951 84 . 232 84 . 532 84 . 835 85 . 138 85 . 441 85 . 744 86 . 047 86 . 350 86 . 653 86 . 956 87 . 259 87 . 562 87 . 865 88 . 168 88 . 471 88 . 774 89 . 078 89 . 381 89 . 684 89 . 987 90 . 290 90 . 593 90 . 896 91 . 199 91 . 502 91 . 805 92 . 100 92 . 375 92 . 630 92 . 865 93 . 080 93 . 275 93 . 449 93 . 604 93 . 739 93 . 854 93 . 949 94 . 024 94 . 079 94 . 114 94 . 129 94 . 124 94 . 099 94 . 054 93 . 989 93 . 904 93 . 800 93 . 693 93 . 586 93 . 479 93 . 372 93 . 265 93 . 158 93 . 051 92 . 944 92 . 837 92 . 730 92 . 623 92 . 516 92 . 409 92 . 302 92 . 195 92 . 088 91 . 981 91 . 874 91 . 767 91 . 660 91 . 553 91 . 446 91 . 339 91 . 232 91 . 125 91 . 018 90 . 911 90 . 804 90 . 697 90 . 590 90 . 483 90 . 376 90 . 269 90 . 162 90 . 055 89 . 948 89 . 842 89 . 729 89 . 587 89 . 415 89 . 211 88 . 975 88 . 709 88 . 411 88 . 082 87 . 722 87 . 330 86 . 921 86 . 512 86 . 103 85 . 693 85 . 284 84 . 875 84 . 467 84 . 083 83 . 730 83 . 409 83 . 119 82 . 860 82 . 632 82 . 435 82 . 270 82 . 136 82 . 033 81 . 962 81 . 921 81 . 912 81 . 918 81 . 923 81 . 928 81 . 933 81 . 938 81 . 944 Up South Horizontal Alignment Up South Vertical Alignment Up South Proposed Level Up and Down North Design Speed 170km/h Ch . 2402 . 789 T P. 85 . 745 Ch . 2811 . 609 T P. 81 . 673 L=296.215 L=299.218 L = 200 . 000 L=408.820 R=-20000.000 L = 219 . 836 G = - 2 . 018 % L=3380.479 G=0.026% Down North Horizontal Alignment Down North Vertical Alignment Down North Proposed Level 86 . 205 85 . 801 85 . 405 85 . 028 84 . 672 84 . 336 84 . 019 83 . 723 83 . 446 83 . 190 82 . 954 82 . 737 82 . 541 82 . 364 82 . 208 82 . 072 81 . 955 81 . 859 81 . 782 81 . 726 81 . 690 81 . 673 81 . 675 81 . 680 81 . 686 81 . 691 81 . 696 81 . 701 81 . 706 81 . 712 81 . 717 81 . 722 81 . 727 81 . 733 81 . 738 81 . 743 81 . 748 81 . 754 81 . 759 81 . 764 81 . 769 81 . 774 81 . 780 81 . 785 81 . 790 81 . 795 81 . 801 81 . 806 81 . 811 81 . 816 81 . 821 81 . 827 81 . 832 81 . 837 81 . 842 81 . 848 81 . 853 81 . 858 81 . 863 81 . 868 81 . 874 81 . 879 81 . 884 81 . 889 81 . 895 81 . 900 81 . 905 81 . 910 81 . 916 81 . 921 81 . 926 81 . 931 81 . 936 81 . 942 Plan Scale 1:2500 Profile Scale H 1:2500 V 1:250 N F o r C o n ti n u a t i onR e f e r T o H S 2 - A R P - 0 0 - D R - R W - 0 5 2 09 To Birmingham To London To Manchester Legend National Parks Flood Risk Zones Special Areas of Conservation Special Protection Areas National Nature Reserves Parks and Gardens Scheduled Ancient Monuments Historical Battlefields Listed buildings Area of Outstanding Natural Beauty RAMSAR World Heritage Site SSSI F o r Co n ti nu a ti on Re f e r T o HS 2 - ARP - 00 - DR- RW - 0 52 08 F o r Co n ti n u a ti o n Re f e r T o HS 2 - ARP - 0 0 - DR- RW - 0 5 2 0 4 A0 A 1 B C D E F G H I J K L M N O P Q R S T U V W Drawing No Drawing Status Discipline Scale at A0 Job No Issue Drawing Title Issue Date By Chkd Appd Job Title Client 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ' Arup ' Crown copyright and database rights 2011 Ordnance Survey 10049190 0.05 Metres at 1:1 (Scale with caution as distortion can occur) 0.04 0.02 0.03 0 0.01 Railway Embankment Highway Embankment Highway Cutting Railway Cutting

+ 20 0 A0 Fenicia N 163 Gilson Lodgeassets.dft.gov.uk/publications/hs2-maps-20120110/... · Area of Outstanding Natural Beauty T +44(0)121 213 3000 F +44(0)121 213 3001 Solihull,

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Page 1: + 20 0 A0 Fenicia N 163 Gilson Lodgeassets.dft.gov.uk/publications/hs2-maps-20120110/... · Area of Outstanding Natural Beauty T +44(0)121 213 3000 F +44(0)121 213 3001 Solihull,

www.arup.com

T +44(0)121 213 3000 F +44(0)121 213 3001

Solihull, West Midlands B90 8AE

The Arup Campus, Blythe Gate, Blythe Valley Park

Feasibility Study

High Speed 2

Plan and Profile, Sheet 7 of 20

209742-00

HS2-ARP-00-DR-RW-05207 1.0

As Shown

West Midlands Drawings

/ /13 0112 CO MP CL

1.0

Rail

Post Consultation Route

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ApprovedApproved

M 6

10

The

Und

CR

M 42

Foot

Bridge

94.4m

Green Lane

Path (um)

Drain

Pond

90.5m

M 42

Gantry

M 42

Ponds

Path (um)

86.6m

79.6m

The Belt

5

86.0m

84.4m

GREEN LANE (Track)

83.5m

1

Pond

El Sub Sta

GILS

ON D

RIV

E

Drain

Pond

Drain

GIL

SO

N D

RIV

E

Track

El Sub Sta

Pond

Path (um)

M 4

2

Collects

Sinks76.5m

Gantry

Gantry

Mast

The Manor

1

The Lodge

El Sub Sta

3

Office Campus

Coleshill Manor

2

ED & W

ard B

dy

Co C

onst & M

et Dist B

dy

96

M 6

167

11

252

11

262

22

M 6

180

24

16

278

25

264

15

158

11

15

85

23

12

30

12

El

15

17

165

33

17

El

15

43

48

48

151

54

21

19

39

11

13

12

36

34

32

32

13

LB

71

2a

17

75

30

30

20

20

56

46

14

18

73

16

41

25

153

165

1a

141

55

19

12

45

55a

294

94

15 308

M 6

11

TCB

314

158

62

102

290

84

76

71

89

316

92

87

81

300

16

180

170

73

310

36

46

95

32

50

53

84

24

74

LB

34

94

64

109

48

62

123

135

54

60

56

58

50b

50

54

57

Und

CR

CH

CR

CR

Und

CR

CH

Und

Def

SP

CR

Def

BIRMIN

GHAM ROAD

Gantry

A 452

Twisted Oak Riding Stables

Lanchester Park

Hill Crescent

96.3m

Hill Crest

91.1m

WATER O

RTON ROAD

89.1m

89.6m

1

Subway

Bosworth’s Wood

2

A 452

HUMBER GROVE

9

3

1

9

Water Orton

Copth

orn

e

VE

SE

Y C

LO

SE

Farra

way

Primary School

JA

QU

ES

CL

OS

E

2

El Sub Sta

1

WE

LA

ND C

LO

SE

Tall T

rees

Tre

mezzo

Sha

mbles

1

Path

VICARAGE LANE

AVE

NU

E

The Green

8

2

83.5m

Rostre

vor

Sub Sta

Water Ort

on

3

WO

OD

LA

ND

S

ATTLEBORO L

ANE

7

Arden House

Wedge

wood

Primary

School

Vicara

ge

7

16

Pakefield

2

Arh

osea

Gle

nspean

Path

Sub Sta

White

7

Croft

Allotment Gardens

Craigle

var

Stella M

aris

3

Yew Tree House

9

1

81.7m

2

PLANK LANE

7

Path

M 42

Pond

96.4m

Pond

95.7m

Gantry

Gas Valve Compound

M 42

Gantry

92.2m

LANC

HESTE

R W

AY

Attleboro’ Farm

AT

TLE

BO

RO L

AN

E

2

9

86.2m

A 452

90.6m

1

91.0m

MYTTO

N

PL

AN

K L

A

84.1m

64 to 7

0

7

Hall

RO

AD

BIR

MIN

GH

AM R

OAD

B 4118

SMIT

HS W

AY

Ponds

M 4

2

Pond

Drain

M 42

Fenicia

Pond

Pond

Drain

Lodge

M 42

M 42

Gilson

Gantry

Willow

Barn

Oak Barn

1

5

Weland Court

7 to 12

1 to 6

Track

Gantry

Gantry

Co Const, Met Dist & CP Bdy

Boro Const Bdy

Boro C

onst & M

et Dist B

dy

Co C

onst B

dy

Ward B

dy

Co Const & Met Dist Bdy

Co C

onst & Met D

ist Bdy

ED a

nd W

ard B

dy

ED and Ward Bdy

1.22m R

H

Co C

onst & Met Dist B

dy

1.22m

RH

1.22m RH

2+40

0

2+600

2+800

3+000

3+200

3+400

3+600

3+800

4+000

162+400

162+600

162+800163+000

163+200

163+400

163+600

163+800

164+000

164+200

164+400

164+600

164+800

165+000

165+200

New Possible Permanent

Attleborough Lane

Diversion Under HS2 Up

South and Down South lines

Birmingham

Down N

orth line

Up N

orth line

Existing M6/M42 Slip Level

(Information Provided by Highways Agency)

For Continuation Refer toHS2-ARP-00-DR-RW-05209

Manchester

New HS2 Up South and Down SouthBox Culvert over Green Lane

New HS2 Up South and Down South Viaduct over M42 and Attleborough Lane 100m

Up South Line

New HS2 Viaduct carrying Up SouthLine over Up and Down North Lines 230m

HS2 Up Line

HS2 Down Line

Down South Line

Up North and Down North lines

New Possible Permanent Gilson Drive Diversion

London

Up South line

Down South line

New HS2 Up South and Down South linesBox Culvert over Green Lane

New Possible PermanentAttleborough LaneDiversion Under HS2 UpSouth and Down South lines

Retaining Walls betweenUp South and other lines

New HS2 Viaduct carrying Up South lineover Up North and Down North lines

New HS2 Up South and Down South linesViaduct over M42 and Attleborough Lane

162+

400

162+

600

162+

800

163+

000

163+

200

N

R=1300.000

L=2258.253

70.0

75.0

80.0

85.0

90.0

95.0

100.0

105.0105.0

70.0

75.0

80.0

85.0

90.0

95.0

100.0

105.0105.0

Chainage

162+500.0

00

162+520.0

00

162+540.0

00

162+560.0

00

162+580.0

00

162+600.0

00

162+620.0

00

162+640.0

00

162+660.0

00

162+680.0

00

162+700.0

00

162+720.0

00

162+740.0

00

162+760.0

00

162+780.0

00

162+800.0

00

162+820.0

00

162+840.0

00

162+860.0

00

162+880.0

00

162+900.0

00

162+920.0

00

162+940.0

00

162+960.0

00

162+980.0

00

163+000.0

00

163+020.0

00

163+040.0

00

163+060.0

00

163+080.0

00

163+100.0

00

163+120.0

00

163+140.0

00

163+160.0

00

163+180.0

00

163+200.0

00

163+220.0

00

163+240.0

00

163+260.0

00

163+280.0

00

163+300.0

00

163+320.0

00

163+340.0

00

163+360.0

00

163+380.0

00

163+400.0

00

163+420.0

00

163+440.0

00

163+460.0

00

163+480.0

00

163+500.0

00

163+520.0

00

163+540.0

00

163+560.0

00

163+580.0

00

163+600.0

00

163+620.0

00

163+640.0

00

163+660.0

00

163+680.0

00

163+700.0

00

163+720.0

00

163+740.0

00

163+760.0

00

163+780.0

00

163+800.0

00

163+820.0

00

163+840.0

00

163+860.0

00

163+880.0

00

163+900.0

00

163+920.0

00

163+940.0

00

163+960.0

00

163+980.0

00

164+000.0

00

164+020.0

00

164+040.0

00

164+060.0

00

164+080.0

00

164+100.0

00

164+120.0

00

164+140.0

00

164+160.0

00

164+180.0

00

164+200.0

00

164+220.0

00

164+240.0

00

164+260.0

00

164+280.0

00

164+300.0

00

164+320.0

00

164+340.0

00

164+360.0

00

164+380.0

00

164+400.0

00

164+420.0

00

164+440.0

00

164+460.0

00

164+480.0

00

164+500.0

00

164+520.0

00

164+540.0

00

164+560.0

00

164+580.0

00

164+600.0

00

164+620.0

00

164+640.0

00

164+660.0

00

164+680.0

00

164+700.0

00

164+720.0

00

164+740.0

00

164+760.0

00

164+780.0

00

164+800.0

00

164+820.0

00

164+840.0

00

164+860.0

00

164+880.0

00

164+900.0

00

164+920.0

00

164+940.0

00

164+960.0

00

164+980.0

00

165+000.0

00

R=2250.000

L=2198.301

L=250.000L=719.567

L=156.135

L=239.895

R=-20000.000

L=452.442G=1.515%

L=650.531

R=20000.000

L=362.667

G=-1.738%

L=352.744

R=-20000.000

L=563.046G=0.026%

Existing Level

82.3

78

82.7

07

83.0

45

83.5

25

83.8

96

84.1

70

84.6

34

85.0

82

84.9

64

84.6

42

84.3

34

84.0

43

83.9

01

83.8

66

83.7

25

83.6

96

83.6

70

83.6

66

83.8

15

83.9

66

84.1

19

84.4

42

84.7

57

85.0

45

85.2

35

85.4

15

85.5

96

85.7

42

85.8

46

85.9

72

86.1

00

86.2

44

86.4

11

86.5

94

86.7

43

86.8

25

86.6

30

86.4

36

86.4

02

86.5

28

86.5

50

86.5

69

86.2

50

85.9

99

85.7

50

85.5

00

85.4

62

85.4

92

85.5

23

85.6

77

85.8

58

86.0

35

86.1

29

86.3

06

86.5

64

86.4

45

86.3

44

86.2

28

86.1

36

86.0

70

85.9

97

86.0

14

86.1

19

86.2

25

86.3

72

86.5

51

86.4

83

86.5

12

86.5

35

86.5

60

86.6

75

86.8

02

86.8

87

86.8

26

86.7

69

86.6

94

86.4

63

86.1

94

85.9

36

85.7

10

85.4

56

85.3

15

85.2

18

85.2

36

85.3

45

85.3

85

85.5

90

85.9

36

86.2

82

86.2

93

86.2

24

86.1

28

85.7

42

85.3

46

85.1

40

85.3

34

85.5

99

86.3

98

87.4

00

88.3

40

89.3

73

90.4

16

91.2

31

91.2

73

91.3

14

91.2

54

90.9

00

90.2

69

89.6

14

88.8

64

88.0

90

88.0

25

87.7

81

87.6

22

87.8

09

88.0

21

88.5

70

89.4

92

90.4

13

91.0

95

91.1

84

91.1

94

91.6

02

92.2

57

92.8

83

93.4

60

82.9

76

83.0

89

83.2

22

83.3

75

83.5

48

83.7

41

83.9

54

84.1

87

84.4

40

84.7

13

85.0

06

85.3

09

85.6

12

85.9

15

86.2

18

86.5

21

86.8

24

87.1

27

87.4

30

87.7

33

88.0

37

88.3

40

88.6

43

88.9

46

89.2

49

89.5

52

89.8

55

90.1

58

90.4

61

90.7

64

91.0

67

91.3

70

91.6

73

91.9

75

92.2

60

92.5

26

92.7

71

92.9

97

93.2

02

93.3

88

93.5

53

93.6

99

93.8

24

93.9

30

94.0

15

94.0

81

94.1

26

94.1

52

94.1

57

94.1

43

94.1

08

94.0

53

93.9

79

93.8

84

93.7

70

93.6

35

93.4

81

93.3

06

93.1

12

92.8

97

92.6

63

92.4

08

92.1

34

91.8

39

91.5

25

91.1

90

90.8

43

90.4

95

90.1

48

89.8

00

89.4

52

89.1

05

88.7

57

88.4

10

88.0

62

87.7

15

87.3

67

87.0

19

86.6

72

86.3

24

85.9

77

85.6

29

85.2

82

84.9

34

84.5

92

84.2

68

83.9

65

83.6

82

83.4

19

83.1

75

82.9

52

82.7

49

82.5

66

82.4

03

82.2

59

82.1

36

82.0

33

81.9

50

81.8

87

81.8

44

81.8

20

81.8

17

81.8

22

81.8

28

81.8

33

81.8

38

81.8

43

81.8

48

81.8

54

81.8

59

81.8

64

81.8

69

81.8

75

81.8

80

81.8

85

81.8

90

81.8

95

81.9

01

81.9

06

81.9

11

81.9

16

81.9

22

81.9

27

81.9

32

81.9

37

81.9

43

+0.5

98

+0.3

82

+0.1

77

+0.0

71

+0.6

72

+1.2

66

+1.7

11

+2.0

49

+2.4

93

+2.8

25

+3.1

54

+3.4

61

+3.6

15

+3.7

67

+3.9

18

+3.8

98

+3.8

86

+3.9

01

+4.0

14

+4.1

37

+4.2

59

+4.4

16

+4.6

15

+4.7

92

+4.9

67

+5.1

26

+5.2

62

+5.3

81

+5.5

17

+5.7

01

+6.1

41

+6.5

61

+6.8

00

+6.8

60

+7.0

03

+7.1

30

+7.5

74

+7.9

31

+8.2

65

+8.5

81

+8.6

64

+8.6

60

+8.6

34

+8.4

66

+8.2

50

+8.0

18

+7.8

50

+7.5

78

+7.2

06

+7.1

90

+7.1

37

+7.0

78

+6.9

76

+6.8

27

+6.6

66

+6.3

94

+6.0

15

+5.6

14

+5.1

53

+4.6

39

+4.3

60

+3.9

83

+3.6

13

+3.2

40

+2.7

77

+2.3

03

+1.8

70

+1.5

84

+1.2

93

+1.0

21

+0.9

04

+0.8

25

+0.7

36

+0.6

14

+0.5

21

+0.3

14

+0.0

64

-0.1

50

-0.3

48

-0.4

29

-0.6

80

-0.8

95

-0.5

24

-0.3

02

-0.7

53

-1.1

17

-1.6

25

-2.2

54

-2.8

63

-3.1

18

-3.2

72

-3.3

79

-3.1

76

-2.9

43

-2.8

81

-3.1

98

-3.5

66

-4.4

48

-5.5

13

-6.4

96

-7.5

53

-8.5

99

-9.4

09

-9.4

45

-9.4

81

-9.4

16

-9.0

57

-8.4

21

-7.7

60

-7.0

05

-6.2

26

-6.1

56

-5.9

06

-5.7

42

-5.9

24

-6.1

31

-6.6

75

-7.5

91

-8.5

07

-9.1

84

-9.2

68

-9.2

72

-9.6

75

-10.3

25

-10.9

46

-11.5

17

230km/h

Ch.1

62700.0

28

TP.8

5.0

06

Ch.1

63152.4

70

TP.9

1.8

62

Ch.1

63803.0

00

TP.9

1.1

38

Ch.1

64165.6

67

TP.8

4.8

35

Ch.1

64518.4

12

TP.8

1.8

17

Down SouthHorizontal Alignment

Down SouthVertical Alignment

Down SouthProposed Level

Down SouthCut and Fill

Up and DownDesign Speed:

Ch.1

62631.9

18

TP.8

4.4

09

Ch.1

63121.9

18

TP.9

1.8

34

Ch.1

63531.9

18

TP.9

3.8

43

Ch.1

64287.9

18

TP.8

9.7

99

Ch.1

64481.2

68

TP.8

7.3

04

Ch.1

64613.9

51

TP.8

4.5

90

Ch.1

64879.1

17

TP.8

1.9

12

R=2405.000

L=2560.625

L=210.000L=593.091

L=156.135

L=268.348

R=-20000.000

L=490.000G=1.515%

L=410.000

R=20000.000

L=756.000

G=-0.535%

L=193.350

R=12800.000L=13

2.684

G=-2.046%

L=265.166

R=-12800.000

L=198.000G=0.026%

82.8

46

83.0

27

83.2

28

83.4

49

83.6

90

83.9

51

84.2

32

84.5

32

84.8

35

85.1

38

85.4

41

85.7

44

86.0

47

86.3

50

86.6

53

86.9

56

87.2

59

87.5

62

87.8

65

88.1

68

88.4

71

88.7

74

89.0

78

89.3

81

89.6

84

89.9

87

90.2

90

90.5

93

90.8

96

91.1

99

91.5

02

91.8

05

92.1

00

92.3

75

92.6

30

92.8

65

93.0

80

93.2

75

93.4

49

93.6

04

93.7

39

93.8

54

93.9

49

94.0

24

94.0

79

94.1

14

94.1

29

94.1

24

94.0

99

94.0

54

93.9

89

93.9

04

93.8

00

93.6

93

93.5

86

93.4

79

93.3

72

93.2

65

93.1

58

93.0

51

92.9

44

92.8

37

92.7

30

92.6

23

92.5

16

92.4

09

92.3

02

92.1

95

92.0

88

91.9

81

91.8

74

91.7

67

91.6

60

91.5

53

91.4

46

91.3

39

91.2

32

91.1

25

91.0

18

90.9

11

90.8

04

90.6

97

90.5

90

90.4

83

90.3

76

90.2

69

90.1

62

90.0

55

89.9

48

89.8

42

89.7

29

89.5

87

89.4

15

89.2

11

88.9

75

88.7

09

88.4

11

88.0

82

87.7

22

87.3

30

86.9

21

86.5

12

86.1

03

85.6

93

85.2

84

84.8

75

84.4

67

84.0

83

83.7

30

83.4

09

83.1

19

82.8

60

82.6

32

82.4

35

82.2

70

82.1

36

82.0

33

81.9

62

81.9

21

81.9

12

81.9

18

81.9

23

81.9

28

81.9

33

81.9

38

81.9

44

Up SouthHorizontal Alignment

Up South Vertical Alignment

Up SouthProposed Level

Up and Down NorthDesign Speed

170km/h

Ch.2

402.7

89

TP.8

5.7

45

Ch.2

811.6

09

TP.8

1.6

73

L=296.215 L=299.218 L=200.000

L=408.820

R=-20000.000L=219.8

36

G=-2.018%L=3380.479

G=0.026%

Down NorthHorizontal Alignment

Down NorthVertical Alignment

Down NorthProposed Level 8

6.2

05

85.8

01

85.4

05

85.0

28

84.6

72

84.3

36

84.0

19

83.7

23

83.4

46

83.1

90

82.9

54

82.7

37

82.5

41

82.3

64

82.2

08

82.0

72

81.9

55

81.8

59

81.7

82

81.7

26

81.6

90

81.6

73

81.6

75

81.6

80

81.6

86

81.6

91

81.6

96

81.7

01

81.7

06

81.7

12

81.7

17

81.7

22

81.7

27

81.7

33

81.7

38

81.7

43

81.7

48

81.7

54

81.7

59

81.7

64

81.7

69

81.7

74

81.7

80

81.7

85

81.7

90

81.7

95

81.8

01

81.8

06

81.8

11

81.8

16

81.8

21

81.8

27

81.8

32

81.8

37

81.8

42

81.8

48

81.8

53

81.8

58

81.8

63

81.8

68

81.8

74

81.8

79

81.8

84

81.8

89

81.8

95

81.9

00

81.9

05

81.9

10

81.9

16

81.9

21

81.9

26

81.9

31

81.9

36

81.9

42

PlanScale 1:2500

ProfileScale H 1:2500 V 1:250

N

For Continuation R

efer To

HS2-AR

P-00-DR-R

W-05209

To Birmingham

To London

To Manchester

Legend National Parks

Flood Risk Zones

Special Areas of Conservation

Special Protection Areas

National Nature Reserves

Parks and Gardens

Scheduled Ancient Monuments

Historical Battlefields

Listed buildings

Area of Outstanding Natural Beauty

RAMSAR

World Heritage Site

SSSI

For

Continuation R

efer

To H

S2-A

RP-0

0-D

R-R

W-0

5208

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-0

0-D

R-R

W-0

5204

A0 A

1

B C D E F G H I J K L M N O P Q R S T U V W

Drawing No

Drawing Status

Discipline

Scale at A0

Job No

Issue

Drawing Title

Issue Date By Chkd Appd

Job TitleClient

2

3

4

5

6

7

8

9

10

11

12

13

14

15

' Arup

' Crown copyright and database rights 2011 Ordnance Survey 10049190

0.05 Metres at 1:1 (Scale with caution as distortion can occur)0.040.02 0.030 0.01

Railway

Embankment

Highway

Embankment

Highway

Cutting

Railway

Cutting