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