route in birmingham from diddington lane to a452 chester road

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 Rail Feasibility Study High Speed 2 Plan and Profile, Sheet 2 of 20 209742-00 HS2-ARP-00-DR-RW-05202 1.0 West Midlands Drawings As Shown \ 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 - 09 Con s u lt a ti on Dr a wi ng s \ 0_ Dr a wi ng s \ HS2 - ARP- 00 - DR- RW - 09042 . dgn Post Consultation Route / / 13 01 12 CO MP CL 1.0 Approved Approved ETL ETL Issues M 4 2 El Sub St a G a n t r y G a n t r y ETL Elm Chy ETL FB WB D e f CH CF CH Un d CF CF Un d CH CH CF D e f CF CF Siding Wood Pond Works Pasture Farm Pond Pond Pond Rose Cottage (public) MI DDLE BI CKENHI LLL ANE 89.7m Depot Kennels Pond 96.9m Refuse Tip 9 4 . 4 m D r a i n Top Hat N’ Tails Middle Bickenhill Park Farm Cottage Lilac Cottage Farm C OV E N T R YR OA D Gables CHESTER ROAD 98.3m Pond H o ll y w e ll B r ook R ough Pond El Sub Sta Pump Issues 95.1m 2 Pa t h 96.5m Nursery E A S TWAY Cottage Di s ma n tl e d Ra il wa y Meadow Cottage 1 Hollywell Brook Myrtle Cottage 96.9m 98.5m 93.9m Park Farm Sluice A 452 94.5m DENBIGH CORNER STONEBRI DGE ROAD Wind Pump Track Spreads Pond 98 . 1 m A 4 52 Denbigh Spinney PACKI NGT ON L ANE MI DD L EB I C K E N H I LLL A N E 98 . 1 m 99.7m 100.6m Radio Mast Motor Cycle CHESTER ROAD 98.8m A 446 Dr a i n 93.9m S h a d o wB r o ok 8 3 . 8 m Diddington Hill Pond Tank KENI L W ORTH ROAD L a y - by DI DDI NGTON L ANE El Sub Sta Diddington Hall Diddington Farm 8 6 . 6 m Rough (PH) Brook CHESTER ROAD Stonebridge 90.5m L a y - by Sinks 85.6m A4 5 A 452 C O V E N T R YR O AD Toby Carvery Gantry Gantry Mast Co Con s t & Me t Di s t Bdy Me t Di s t Bdy Co Con s t & CoCon s t Bd y CoCo n s t & Me t Di s t Bd y 1 5 5 + 0 0 0 1 5 5 + 2 0 0 1 5 5 + 4 0 0 1 5 5 + 6 0 0 1 5 5 + 8 0 0 1 5 6 + 0 0 0 1 5 6 + 2 0 0 1 5 6 + 4 0 0 1 5 6 + 6 0 0 1 5 6 + 8 0 0 1 5 7 + 0 0 0 1 5 7 + 2 0 0 1 5 7 + 4 0 0 1 5 7 + 6 0 0 HS2 Up Line HS2 Down Line New Possible Permanent Layout for People Mover to NEC/ Airport/ International Station Birmingham Interchange Station Platforms 415m 95kphTurnouts 95kph Turnouts New Possible Permanent Access Road Diversion over HS2 New Possible Permanent Diddington Lane Diversion over HS2 People Mover Depot (100m x 300m) Multi-Storey Car Park Raised Concourse 4 No. 415m Platforms 230kph Crossover Between Fast and Slow Mainlines New Possible Permanent Highway Layout New A45 Bridge over HS2 New HS2 Viaduct over Holywell Brook Diversion 50m New HS2 Viaduct over Flood Plain 120m New Birmingham Interchange Station For Station Drawing, refer to HS2-ARP-00-DR-RW-05303 Possible Holywell Brook Diversion to Accomodate New Interchange Station New HS2 Viaduct over Holywell Brook Diversion New HS2 Viaduct over Flood Plain New Possible Permanent Access Road Diversion over HS2 Possible Diddington Road Closure New A45 Bridge over HS2 N 82.0 84.0 86.0 88.0 90.0 92.0 94.0 96.0 98.0 100.0 102.0 104.0 106.0 108.0 110.0 112.0 112.0 82.0 84.0 86.0 88.0 90.0 92.0 94.0 96.0 98.0 100.0 102.0 104.0 106.0 108.0 110.0 112.0 112.0 Chainage 155 + 000 155 + 020 155 + 040 155 + 060 155 + 080 155 + 100 155 + 120 155 + 140 155 + 160 155 + 180 155 + 200 155 + 220 155 + 240 155 + 260 155 + 280 155 + 300 155 + 320 155 + 340 155 + 360 155 + 380 155 + 400 155 + 420 155 + 440 155 + 460 155 + 480 155 + 500 155 + 520 155 + 540 155 + 560 155 + 580 155 + 600 155 + 620 155 + 640 155 + 660 155 + 680 155 + 700 155 + 720 155 + 740 155 + 760 155 + 780 155 + 800 155 + 820 155 + 840 155 + 860 155 + 880 155 + 900 155 + 920 155 + 940 155 + 960 155 + 980 156 + 000 156 + 020 156 + 040 156 + 060 156 + 080 156 + 100 156 + 120 156 + 140 156 + 160 156 + 180 156 + 200 156 + 220 156 + 240 156 + 260 156 + 280 156 + 300 156 + 320 156 + 340 156 + 360 156 + 380 156 + 400 156 + 420 156 + 440 156 + 460 156 + 480 156 + 500 156 + 520 156 + 540 156 + 560 156 + 580 156 + 600 156 + 620 156 + 640 156 + 660 156 + 680 156 + 700 156 + 720 156 + 740 156 + 760 156 + 780 156 + 800 156 + 820 156 + 840 156 + 860 156 + 880 156 + 900 156 + 920 156 + 940 156 + 960 156 + 980 157 + 000 157 + 020 157 + 040 157 + 060 157 + 080 157 + 100 157 + 120 157 + 140 157 + 160 157 + 180 157 + 200 157 + 220 157 + 240 157 + 260 157 + 280 157 + 300 157 + 320 157 + 340 157 + 360 157 + 380 157 + 400 157 + 420 157 + 440 157 + 460 157 + 480 157 + 500 Horizontal Alignment L=4657.2 Vertical Alignment L = 3611 . 7 G=0.00% L=402.0 R=-56000.0 L = 645 . 5 G = 0 . 72 % Existing Level 85 . 681 85 . 691 85 . 571 85 . 367 85 . 158 84 . 999 85 . 234 85 . 464 85 . 862 86 . 459 87 . 045 87 . 791 88 . 672 89 . 554 90 . 978 92 . 472 93 . 966 95 . 111 96 . 254 97 . 365 97 . 762 98 . 147 98 . 403 98 . 490 98 . 569 98 . 562 98 . 553 98 . 535 98 . 631 98 . 736 98 . 791 98 . 874 98 . 999 99 . 113 99 . 189 99 . 314 99 . 285 99 . 120 98 . 682 98 . 419 98 . 412 98 . 253 98 . 368 98 . 490 97 . 826 96 . 255 95 . 773 96 . 168 96 . 333 96 . 498 94 . 792 92 . 083 89 . 374 88 . 608 88 . 172 87 . 715 87 . 948 88 . 241 88 . 662 89 . 387 90 . 103 90 . 506 90 . 451 90 . 213 89 . 549 88 . 807 88 . 127 87 . 555 87 . 248 87 . 048 87 . 001 86 . 879 86 . 613 86 . 156 85 . 621 85 . 656 85 . 955 85 . 413 85 . 789 86 . 344 87 . 014 88 . 217 89 . 438 90 . 639 91 . 790 92 . 940 94 . 282 95 . 657 97 . 071 97 . 874 98 . 432 98 . 997 98 . 804 98 . 526 98 . 334 98 . 118 97 . 902 97 . 667 97 . 349 97 . 034 96 . 770 96 . 541 96 . 296 95 . 955 95 . 652 95 . 398 96 . 013 96 . 532 96 . 958 97 . 378 97 . 686 97 . 773 97 . 653 97 . 562 97 . 011 96 . 265 95 . 332 95 . 638 95 . 969 96 . 286 96 . 522 96 . 758 97 . 049 97 . 330 97 . 611 98 . 013 Proposed Level 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 783 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 784 90 . 788 90 . 799 90 . 818 90 . 844 90 . 876 90 . 916 90 . 964 91 . 018 91 . 079 91 . 148 91 . 223 91 . 306 91 . 396 91 . 493 91 . 598 91 . 709 91 . 828 91 . 953 92 . 086 92 . 226 92 . 370 92 . 513 92 . 657 92 . 800 92 . 944 93 . 088 93 . 231 93 . 375 93 . 518 93 . 662 93 . 806 93 . 949 94 . 093 94 . 236 + 5 . 102 + 5 . 092 + 5 . 212 + 5 . 416 + 5 . 625 + 5 . 784 + 5 . 549 + 5 . 319 + 4 . 921 + 4 . 324 + 3 . 738 + 2 . 992 + 2 . 111 + 1 . 229 + 1 . 409 + 2 . 175 + 2 . 611 + 3 . 068 + 2 . 835 + 2 . 542 + 2 . 121 + 1 . 396 + 0 . 680 + 0 . 277 + 0 . 332 + 0 . 570 + 1 . 234 + 1 . 976 + 2 . 656 + 3 . 228 + 3 . 535 + 3 . 735 + 3 . 782 + 3 . 904 + 4 . 170 + 4 . 627 + 5 . 162 + 5 . 127 + 4 . 828 + 5 . 370 + 4 . 995 + 4 . 440 + 3 . 770 + 2 . 567 + 1 . 346 + 0 . 145 Cut and Fill - 0 . 195 - 1 . 689 - 3 . 183 - 4 . 328 - 5 . 471 - 6 . 582 - 6 . 979 - 7 . 364 - 7 . 620 - 7 . 707 - 7 . 786 - 7 . 779 - 7 . 770 - 7 . 752 - 7 . 848 - 7 . 953 - 8 . 008 - 8 . 091 - 8 . 216 - 8 . 330 - 8 . 406 - 8 . 531 - 8 . 502 - 8 . 337 - 7 . 899 - 7 . 636 - 7 . 629 - 7 . 470 - 7 . 585 - 7 . 707 - 7 . 043 - 5 . 472 - 4 . 990 - 5 . 385 - 5 . 550 - 5 . 715 - 4 . 009 - 1 . 300 - 1 . 006 - 2 . 156 - 3 . 498 - 4 . 873 - 6 . 287 - 7 . 090 - 7 . 648 - 8 . 213 - 8 . 016 - 7 . 727 - 7 . 516 - 7 . 274 - 7 . 026 - 6 . 751 - 6 . 385 - 6 . 016 - 5 . 691 - 5 . 393 - 5 . 073 - 4 . 649 - 4 . 256 - 3 . 905 - 4 . 415 - 4 . 823 - 5 . 130 - 5 . 425 - 5 . 600 - 5 . 547 - 5 . 283 - 5 . 049 - 4 . 354 - 3 . 465 - 2 . 388 - 2 . 550 - 2 . 738 - 2 . 911 - 3 . 004 - 3 . 096 - 3 . 243 - 3 . 381 - 3 . 518 - 3 . 777 400km/h Ch . 156818 . 109 T P. 90 . 784 Ch . 157220 . 109 T P. 92 . 227 Design Speed Plan Scale 1:2500 Profile Scale H 1:2500 V 1:250 N To Birmingham To London To Manchester F o r C o n t i n u a t i o n Re f e r T o H S 2 - AR P - 0 0 - D R - RW - 0 5 2 0 1 F o r C o n t i n u a t i o n R e f e r T o H S 2 - A R P - 0 0 - D R - RW - 0 5 2 0 3 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 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

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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

Rail

Feasibility Study

High Speed 2

Plan and Profile, Sheet 2 of 20

209742-00

HS2-ARP-00-DR-RW-05202 1.0

West Midlands Drawings

As Shown

\glo

bal\

midla

nds\jobs\2

09000\2

09742-0

0\4 Intern

al Project

Data\4-0

9 C

onsultation Dra

win

gs\0

_Dra

win

gs\H

S2-A

RP-0

0-D

R-R

W-0

9042.d

gn

Post Consultation Route

/ /13 0112 CO MP CL

1.0

ApprovedApproved

ET

L

ET

L

Issues

M 4

2

El S

ub Sta

Gantry

GantryETL

Elm

Chy

ETL

FB

WB

Def

CH

CF

CH

Und

CF

CF

Und

CH

CH

CF

Def

CF

CF

Siding Wood

Pond

Works

Pasture Farm

Pond

Pond

Pond

Rose Cottage

(public)

MID

DLE BIC

KE

NHIL

L L

AN

E

89.7m

Depot

Kennels

Pond

96.9m

Refuse Tip

94.4m

Drain

Top Hat N’ Tails

Middle Bickenhill

Park Farm Cottage

Lilac Cottage

Farm

COVENTRY ROAD

Gables

CHESTE

R R

OA

D

98.3m

Pond

Hollyw

ell Broo

k Rou

gh

Pond

El Sub Sta

Pump

Issues

95.1m

2

Path

96.5m

Nursery

EAST WAY

Cottage

Dis

mantled R

ailw

ay

Meadow Cottage

1

Hollywell Brook

Myrtle Cottage

96.9m

98.5m

93.9m

Park Farm

Sluice

A 452

94.5m

DENBIGH CORNER

ST

ON

EB

RID

GE R

OA

D

Wind Pump

Track

Spreads

Pond

98.1

m

A 452

Denbigh Spinney

PAC

KIN

GTO

N L

ANE

MIDDLE

BIC

KENHILL LANE

98.1

m

99.7m

100.6m

Radio Mast

Motor Cycle

CH

ESTE

R R

OA

D

98.8m

A 446

Drain

93.9m

Shadow Bro

ok

83.8

m

Diddington Hill

Pond

Tank

KE

NIL

WO

RT

H R

OA

D

Lay-b

y

DID

DIN

GT

ON L

AN

E

El Sub Sta

Diddington Hall

Diddington Farm

86.6

m

Rough

(PH)

Brook

CHESTER R

OAD

Stonebridge

90.5m

Lay-b

y

Sinks

85.6m

A 45

A 452

COVENTRY ROAD

Toby Carvery

Gantry

Gantry

Mast

Co C

onst & M

et Dist B

dy

Met Dist B

dy

Co C

onst &

Co C

onst Bdy

Co C

onst & Met D

ist Bdy

155+000

155+200

155+400

155+600

155+800

156+000

156+200

156+400

156+600

156+800

157+000

157+200

157+400

157+600

RUN -

OFF

RUN -

OFF

RUN -

OFF

RUN -

OFF

HS2 Up Line

HS2 Down Line

New Possible Permanent Layout for People

Mover to NEC/ Airport/ International Station

Birmingham Interchange Station Platforms 415m

95kphTurnouts

95kph Turnouts

New Possible Permanent Access

Road Diversion over HS2

New Possible Permanent Diddington

Lane Diversion over HS2

People Mover Depot

(100m x 300m)

Multi-Storey Car Park

Raised Concourse

4 No. 415m Platforms

230kph Crossover Between

Fast and Slow Mainlines

New Possible Permanent

Highway Layout

New A45 Bridge

over HS2

New HS2 Viaduct over HolywellBrook Diversion 50m

New HS2 Viaduct overFlood Plain 120m

New Birmingham Interchange Station

For Station Drawing, refer to HS2-ARP-00-DR-RW-05303

Possible Holywell Brook

Diversion to Accomodate

New Interchange Station

New HS2 Viaduct over

Holywell Brook Diversion

New HS2 Viaduct

over Flood Plain

New Possible Permanent Access

Road Diversion over HS2

Possible Diddington

Road ClosureNew A45 Bridge

over HS2

N

82.0

84.0

86.0

88.0

90.0

92.0

94.0

96.0

98.0

100.0

102.0

104.0

106.0

108.0

110.0

112.0112.0

82.0

84.0

86.0

88.0

90.0

92.0

94.0

96.0

98.0

100.0

102.0

104.0

106.0

108.0

110.0

112.0112.0

Chainage

155+000

155+020

155+040

155+060

155+080

155+100

155+120

155+140

155+160

155+180

155+200

155+220

155+240

155+260

155+280

155+300

155+320

155+340

155+360

155+380

155+400

155+420

155+440

155+460

155+480

155+500

155+520

155+540

155+560

155+580

155+600

155+620

155+640

155+660

155+680

155+700

155+720

155+740

155+760

155+780

155+800

155+820

155+840

155+860

155+880

155+900

155+920

155+940

155+960

155+980

156+000

156+020

156+040

156+060

156+080

156+100

156+120

156+140

156+160

156+180

156+200

156+220

156+240

156+260

156+280

156+300

156+320

156+340

156+360

156+380

156+400

156+420

156+440

156+460

156+480

156+500

156+520

156+540

156+560

156+580

156+600

156+620

156+640

156+660

156+680

156+700

156+720

156+740

156+760

156+780

156+800

156+820

156+840

156+860

156+880

156+900

156+920

156+940

156+960

156+980

157+000

157+020

157+040

157+060

157+080

157+100

157+120

157+140

157+160

157+180

157+200

157+220

157+240

157+260

157+280

157+300

157+320

157+340

157+360

157+380

157+400

157+420

157+440

157+460

157+480

157+500

Horizontal Alignment L=4657.2

Vertical Alignment L=3611.7

G=0.00%

L=402.0

R=-56000.0

L=645.5G=0.72%

Existing Level

85.6

81

85.6

91

85.5

71

85.3

67

85.1

58

84.9

99

85.2

34

85.4

64

85.8

62

86.4

59

87.0

45

87.7

91

88.6

72

89.5

54

90.9

78

92.4

72

93.9

66

95.1

11

96.2

54

97.3

65

97.7

62

98.1

47

98.4

03

98.4

90

98.5

69

98.5

62

98.5

53

98.5

35

98.6

31

98.7

36

98.7

91

98.8

74

98.9

99

99.1

13

99.1

89

99.3

14

99.2

85

99.1

20

98.6

82

98.4

19

98.4

12

98.2

53

98.3

68

98.4

90

97.8

26

96.2

55

95.7

73

96.1

68

96.3

33

96.4

98

94.7

92

92.0

83

89.3

74

88.6

08

88.1

72

87.7

15

87.9

48

88.2

41

88.6

62

89.3

87

90.1

03

90.5

06

90.4

51

90.2

13

89.5

49

88.8

07

88.1

27

87.5

55

87.2

48

87.0

48

87.0

01

86.8

79

86.6

13

86.1

56

85.6

21

85.6

56

85.9

55

85.4

13

85.7

89

86.3

44

87.0

14

88.2

17

89.4

38

90.6

39

91.7

90

92.9

40

94.2

82

95.6

57

97.0

71

97.8

74

98.4

32

98.9

97

98.8

04

98.5

26

98.3

34

98.1

18

97.9

02

97.6

67

97.3

49

97.0

34

96.7

70

96.5

41

96.2

96

95.9

55

95.6

52

95.3

98

96.0

13

96.5

32

96.9

58

97.3

78

97.6

86

97.7

73

97.6

53

97.5

62

97.0

11

96.2

65

95.3

32

95.6

38

95.9

69

96.2

86

96.5

22

96.7

58

97.0

49

97.3

30

97.6

11

98.0

13

Proposed Level

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

83

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

84

90.7

88

90.7

99

90.8

18

90.8

44

90.8

76

90.9

16

90.9

64

91.0

18

91.0

79

91.1

48

91.2

23

91.3

06

91.3

96

91.4

93

91.5

98

91.7

09

91.8

28

91.9

53

92.0

86

92.2

26

92.3

70

92.5

13

92.6

57

92.8

00

92.9

44

93.0

88

93.2

31

93.3

75

93.5

18

93.6

62

93.8

06

93.9

49

94.0

93

94.2

36

+5.1

02

+5.0

92

+5.2

12

+5.4

16

+5.6

25

+5.7

84

+5.5

49

+5.3

19

+4.9

21

+4.3

24

+3.7

38

+2.9

92

+2.1

11

+1.2

29

+1.4

09

+2.1

75

+2.6

11

+3.0

68

+2.8

35

+2.5

42

+2.1

21

+1.3

96

+0.6

80

+0.2

77

+0.3

32

+0.5

70

+1.2

34

+1.9

76

+2.6

56

+3.2

28

+3.5

35

+3.7

35

+3.7

82

+3.9

04

+4.1

70

+4.6

27

+5.1

62

+5.1

27

+4.8

28

+5.3

70

+4.9

95

+4.4

40

+3.7

70

+2.5

67

+1.3

46

+0.1

45

Cut and Fill

-0.1

95

-1.6

89

-3.1

83

-4.3

28

-5.4

71

-6.5

82

-6.9

79

-7.3

64

-7.6

20

-7.7

07

-7.7

86

-7.7

79

-7.7

70

-7.7

52

-7.8

48

-7.9

53

-8.0

08

-8.0

91

-8.2

16

-8.3

30

-8.4

06

-8.5

31

-8.5

02

-8.3

37

-7.8

99

-7.6

36

-7.6

29

-7.4

70

-7.5

85

-7.7

07

-7.0

43

-5.4

72

-4.9

90

-5.3

85

-5.5

50

-5.7

15

-4.0

09

-1.3

00

-1.0

06

-2.1

56

-3.4

98

-4.8

73

-6.2

87

-7.0

90

-7.6

48

-8.2

13

-8.0

16

-7.7

27

-7.5

16

-7.2

74

-7.0

26

-6.7

51

-6.3

85

-6.0

16

-5.6

91

-5.3

93

-5.0

73

-4.6

49

-4.2

56

-3.9

05

-4.4

15

-4.8

23

-5.1

30

-5.4

25

-5.6

00

-5.5

47

-5.2

83

-5.0

49

-4.3

54

-3.4

65

-2.3

88

-2.5

50

-2.7

38

-2.9

11

-3.0

04

-3.0

96

-3.2

43

-3.3

81

-3.5

18

-3.7

77

400km/h

Ch.1

56818.1

09

TP.9

0.7

84

Ch.1

57220.1

09

TP.9

2.2

27

Design Speed

PlanScale 1:2500

ProfileScale H 1:2500 V 1:250

N

To Birmingham

To London

To Manchester

For C

ontin

uatio

n R

efer T

o H

S2-A

RP-0

0-D

R-R

W-0

5201

For

Continuation R

efer

To H

S2-A

RP-0

0-D

R-R

W-0

5203

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

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