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Route from West Kilburn to Park Royal - drawing number HS2...

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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 Feasibility Study High Speed 2 Sheet 2 of 33 Plan and Profile Rail 209742-00 HS2-ARP-00-DR-RW-05002 3.0 As Shown / / 22 12 11 CO MP CL 2.0 Post Consultation Route J :\ 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 - 05002 . dgn Approved For Coordination / / 05 01 12 SH MP CL Approved 3.0 20 20 20 20 20 20 20 20 2 0 20 20 2 0 2 0 20 2 0 20 2 0 20 20 2 0 2 0 20 2 0 20 4 0 40 40 4 0 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 4 0 40 40 40 4 0 4 0 40 40 40 40 40 4 0 4 0 40 40 40 4 0 40 6 0 60 6 0 60 6 0 60 60 6 + 000 7 + 000 8 + 000 9 + 000 10 + 00 0 11 + 000 12 + 000 13 + 000 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 -10.0 -20.0 -30.0 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 -10.0 -20.0 -30.0 Chainage 6 + 400 6 + 500 6 + 600 6 + 700 6 + 800 6 + 900 7 + 000 7 + 100 7 + 200 7 + 300 7 + 400 7 + 500 7 + 600 7 + 700 7 + 800 7 + 900 8 + 000 8 + 100 8 + 200 8 + 300 8 + 400 8 + 500 8 + 600 8 + 700 8 + 800 8 + 900 9 + 000 9 + 100 9 + 200 9 + 300 9 + 400 9 + 500 9 + 600 9 + 700 9 + 800 9 + 900 10 + 000 10 + 100 10 + 200 10 + 300 10 + 400 10 + 500 10 + 600 10 + 700 10 + 800 10 + 900 11 + 000 11 + 100 11 + 200 11 + 300 11 + 400 11 + 500 11 + 600 11 + 700 11 + 800 11 + 900 12 + 000 12 + 100 12 + 200 12 + 300 12 + 400 12 + 500 12 + 600 12 + 700 12 + 800 Horizontal Alignment L=1949.4 L = 200 . 0 R=4050.0 L=646.0 L = 200 . 0 L=210.3 L=411.8 L = 140 . 0 R=2000.0 L=804.0 L = 200 . 0 L=1769.3 L = 200 . 0 R=3500.0 L=58.2 L = 200 . 0 L=164.3 Vertical Alignment L = 302 . 3 G = 1 . 45 % L=665.2 R=46000.0 L = 2179 . 4 G = - 0 . 00 % L=187.8 R=-22000.0 L = 423 . 5 G = 0 . 85 % L=303.0 R=-22500.0 L = 342 . 4 G = 2 . 20 % L=506.9 R=22500.0 L = 1249 . 7 G = - 0 . 05 % L=154.8 R=80000.0 L = 834 . 8 G= - 0 . 25 % Existing Level 32 . 7 32 . 5 34 . 0 35 . 1 35 . 5 35 . 3 34 . 9 34 . 2 33 . 6 33 . 3 33 . 7 33 . 8 35 . 5 32 . 6 33 . 0 33 . 9 33 . 7 33 . 3 29 . 9 28 . 0 26 . 2 25 . 2 25 . 3 25 . 5 25 . 5 25 . 6 25 . 6 25 . 8 26 . 0 26 . 4 26 . 7 29 . 2 32 . 3 29 . 5 32 . 2 34 . 9 34 . 5 32 . 7 30 . 2 29 . 4 30 . 0 29 . 1 29 . 2 29 . 8 31 . 7 29 . 5 31 . 4 32 . 3 32 . 7 33 . 5 33 . 1 38 . 6 34 . 2 39 . 4 34 . 8 37 . 4 35 . 1 36 . 0 36 . 3 34 . 2 34 . 3 32 . 9 31 . 2 30 . 3 30 . 1 Proposed Level 0 . 5 2 . 0 3 . 4 4 . 9 6 . 2 7 . 3 8 . 1 8 . 8 9 . 2 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 5 9 . 6 10 . 1 11 . 0 11 . 8 12 . 7 13 . 5 14 . 5 15 . 8 17 . 6 19 . 7 21 . 9 24 . 1 26 . 3 28 . 2 29 . 7 30 . 8 31 . 4 31 . 5 31 . 5 31 . 4 31 . 4 31 . 3 31 . 3 31 . 2 31 . 2 31 . 1 31 . 0 31 . 0 30 . 9 30 . 9 30 . 8 30 . 6 30 . 4 + 0 . 3 + 0 . 3 Cut and Fill - 32 . 2 - 30 . 5 - 30 . 6 - 30 . 2 - 29 . 3 - 28 . 0 - 26 . 8 - 25 . 4 - 24 . 4 - 23 . 8 - 24 . 2 - 24 . 3 - 26 . 0 - 23 . 1 - 23 . 5 - 24 . 4 - 24 . 2 - 23 . 8 - 20 . 4 - 18 . 5 - 16 . 7 - 15 . 7 - 15 . 8 - 16 . 0 - 16 . 0 - 16 . 1 - 16 . 1 - 16 . 3 - 16 . 5 - 16 . 9 - 17 . 2 - 19 . 7 - 22 . 7 - 19 . 4 - 21 . 2 - 23 . 1 - 21 . 8 - 19 . 2 - 15 . 7 - 13 . 6 - 12 . 4 - 9 . 4 - 7 . 3 - 5 . 7 - 5 . 4 - 1 . 3 - 1 . 7 - 1 . 5 - 1 . 3 - 2 . 0 - 1 . 6 - 7 . 2 - 2 . 8 - 8 . 1 - 3 . 5 - 6 . 2 - 3 . 9 - 4 . 9 - 5 . 3 - 3 . 2 - 3 . 4 - 2 . 0 - 0 . 4 Design Speed 225km/h 250km/h L = 30 . 0 R=600.0 L=31.5 L = 30 . 0 R=600.0 L=30.3 L = 30 . 0 L = 30 . 0 Ch . 6688 . 246 T P. 4 . 690 Ch . 7353 . 415 T P. 9 . 500 Ch . 9532 . 783 T P. 9 . 500 Ch . 9720 . 545 T P. 10 . 301 Ch . 10144 . 084 T P. 13 . 916 Ch . 10447 . 078 T P. 18 . 542 Ch . 10789 . 515 T P. 26 . 078 Ch . 11296 . 403 T P. 31 . 521 Ch . 12546 . 136 T P. 30 . 862 Ch . 12700 . 956 T P. 30 . 631 New Hanger Lane East Bridge over HS2 New Old Oak Common to Acton Twin Bore 7.25 Tunnel 800m New Euston to Old Oak Common Twin Bore 7.25 Tunnel 7400m Old Oak Common Station box New HS2 Retaining Structure 1650m New Hanger Lane East Bridge over HS2 New Great Western Main Line Station Possible Tunnel Shaft Location New HS2 Tunnel Portal New HS2 Retaining Structure Old Oak Common Station Box For Station Drawing refer to HS2-ARP-00-DR-RW-05301 Plan Scale 1:10000 Profile Scale H 1:10000 V 1:1000 N F o r Con ti nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 05003 F o r Con ti nu a t i on Re f e r T o HS 2 - ARP - DR- RW - 0 5 001 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 A1 A 9 B C D E F G H I J K L M N O P Drawing No Drawing Status Discipline Scale at A1 Job No Issue Drawing Title Issue Date By Chkd Appd Job Title Client 10 8 7 6 5 4 2 1 3 ' Arup ' Crown copyright and database rights 2011 Ordnance Survey 10049190 0.04 0.02 0.03 0 0.01 0.05 Metres at 1:1 (Scale with caution as distortion can occur) Railway Embankment Highway Embankment Highway Cutting Railway Cutting
Transcript
Page 1: Route from West Kilburn to Park Royal - drawing number HS2 ...assets.dft.gov.uk/publications/hs2-maps-20120110/hs2arp00drrw05… · Title: Route from West Kilburn to Park Royal -

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

Sheet 2 of 33

Plan and Profile

Rail

209742-00

HS2-ARP-00-DR-RW-05002 3.0

As Shown

/ /2212 11 CO MP CL

2.0

Post Consultation Route

J:\209000\2

09742-0

0\4 Intern

al Project

Data\4-1

0 P

ost

Consultation Dra

win

gs\0

_Dra

win

gs\H

S2-A

RP-0

0-D

R-R

W-0

5002.d

gn

ApprovedFor Coordination

/ /05 0112 SH MP CL

Approved

3.0

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20

20 20

20

20

20

20

20

20

40

4040

40

40

4040

40

40

40

40 40

4040

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

4040

40

40

40

40

40

4040

40

40

40

40

40

40

60

60

60

60

60

60

60

6+000

7+000

8+000

9+000

10+000

11+000

12+000

13+000

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

-10.0

-20.0

-30.0

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

-10.0

-20.0

-30.0

Chainage 6+400

6+500

6+600

6+700

6+800

6+900

7+000

7+100

7+200

7+300

7+400

7+500

7+600

7+700

7+800

7+900

8+000

8+100

8+200

8+300

8+400

8+500

8+600

8+700

8+800

8+900

9+000

9+100

9+200

9+300

9+400

9+500

9+600

9+700

9+800

9+900

10+000

10+100

10+200

10+300

10+400

10+500

10+600

10+700

10+800

10+900

11+000

11+100

11+200

11+300

11+400

11+500

11+600

11+700

11+800

11+900

12+000

12+100

12+200

12+300

12+400

12+500

12+600

12+700

12+800

Horizontal Alignment L=1949.4

L=200.0R=4050.0

L=646.0L=200

.0L=210.3L=411.8

L=140.0R=2000.0

L=804.0L=200

.0L=1769.3

L=200.0

R=3500.0

L=58.2

L=200.0L=164.3

Vertical Alignment L=302.3G=1.45%

L=665.2

R=46000.0

L=2179.4

G=-0.00%

L=187.8

R=-22000.0

L=423.5G=0.85%

L=303.0

R=-22500.0

L=342.4G=2.20%

L=506.9

R=22500.0

L=1249.7

G=-0.05%

L=154.8

R=80000.0L=834.8

G=-0.25%

Existing Level 32.7

32.5

34.0

35.1

35.5

35.3

34.9

34.2

33.6

33.3

33.7

33.8

35.5

32.6

33.0

33.9

33.7

33.3

29.9

28.0

26.2

25.2

25.3

25.5

25.5

25.6

25.6

25.8

26.0

26.4

26.7

29.2

32.3

29.5

32.2

34.9

34.5

32.7

30.2

29.4

30.0

29.1

29.2

29.8

31.7

29.5

31.4

32.3

32.7

33.5

33.1

38.6

34.2

39.4

34.8

37.4

35.1

36.0

36.3

34.2

34.3

32.9

31.2

30.3

30.1

Proposed Level

0.5

2.0

3.4

4.9

6.2

7.3

8.1

8.8

9.2

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.5

9.6

10.1

11.0

11.8

12.7

13.5

14.5

15.8

17.6

19.7

21.9

24.1

26.3

28.2

29.7

30.8

31.4

31.5

31.5

31.4

31.4

31.3

31.3

31.2

31.2

31.1

31.0

31.0

30.9

30.9

30.8

30.6

30.4

+0.3

+0.3

Cut and Fill -32.2

-30.5

-30.6

-30.2

-29.3

-28.0

-26.8

-25.4

-24.4

-23.8

-24.2

-24.3

-26.0

-23.1

-23.5

-24.4

-24.2

-23.8

-20.4

-18.5

-16.7

-15.7

-15.8

-16.0

-16.0

-16.1

-16.1

-16.3

-16.5

-16.9

-17.2

-19.7

-22.7

-19.4

-21.2

-23.1

-21.8

-19.2

-15.7

-13.6

-12.4

-9.4

-7.3

-5.7

-5.4

-1.3

-1.7

-1.5

-1.3

-2.0

-1.6

-7.2

-2.8

-8.1

-3.5

-6.2

-3.9

-4.9

-5.3

-3.2

-3.4

-2.0

-0.4

Design Speed 225km/h250km/h

L=30.0

R=600.0

L=31.5

L=30.0

R=600.0

L=30.3

L=30.0

L=30.0

Ch.6

688.2

46

TP.4.6

90

Ch.7

353.4

15

TP.9.5

00

Ch.9

532.7

83

TP.9.5

00

Ch.9

720.5

45

TP.1

0.3

01

Ch.1

0144.0

84

TP.1

3.9

16

Ch.1

0447.0

78

TP.1

8.5

42

Ch.1

0789.5

15

TP.2

6.0

78

Ch.1

1296.4

03

TP.3

1.5

21

Ch.1

2546.1

36

TP.3

0.8

62

Ch.1

2700.9

56

TP.3

0.6

31

New Hanger Lane East

Bridge over HS2New Old Oak Common to ActonTwin Bore 7.25Ø Tunnel 800m New Euston to Old Oak Common Twin Bore 7.25Ø Tunnel 7400mOld Oak Common Station boxNew HS2 Retaining Structure 1650m

New Hanger Lane East

Bridge over HS2

New Great Western

Main Line Station

Possible Tunnel Shaft Location

New HS2 Tunnel Portal

New HS2 RetainingStructure

Old Oak Common Station BoxFor Station Drawing refer toHS2-ARP-00-DR-RW-05301

PlanScale 1:10000

ProfileScale H 1:10000 V 1:1000

N

For

Continuation R

efer

To H

S2-A

RP-D

R-R

W-0

5003 F

or C

ontin

uatio

n R

efer T

o H

S2-A

RP-D

R-R

W-0

5001

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

A1 A

9

B C D E F G H I J K L M N O P

Drawing No

Drawing Status

Discipline

Scale at A1

Job No

Issue

Drawing Title

Issue Date By Chkd Appd

Job TitleClient

10

8

7

6

5

4

2

1

3

' Arup

' Crown copyright and database rights 2011 Ordnance Survey 10049190

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

Railway

Embankment

Highway

Embankment

Highway

Cutting

Railway

Cutting

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