Download - Fit for Acceptance · C223-CSI-CV-DPP-030-000011-FPD Created Date: 4/15/2016 12:53:07 PM ...

Slip R

oad O

verbridge

184-S

7 A

38 s

outh-b

ound

Underp

ass

186-S

3 Alre

was F

ootp

ath 3

1

Underbridge

M-1

87-S

1 W

ood E

nd L

ane

Connection with M

ain L

ain

Turn

out ty

pe T

6100-4

9T (400/2

00)

30

40

50

60

70

80

90

100

30

40

50

60

70

80

90

100

HS2 Route Element

Chainage

182+100

182+200

182+300

182+400

182+500

182+600

182+700

182+800

182+900

183+000

183+100

183+200

183+300

183+400

183+500

183+600

183+700

183+800

183+900

184+000

184+100

184+200

184+300

184+400

184+500

184+600

184+700

184+800

184+900

185+000

185+100

185+200

185+300

185+400

185+500

185+600

185+700

185+800

185+900

186+000

186+100

186+200

186+300

186+400

186+500

186+600

186+700

186+800

186+900

187+000

187+100

187+200

187+300

187+400

187+500

187+600

187+700

187+800

187+900

188+000

188+100

188+200

Horizontal Alignment L=2554.0

L=325.0L=2571.8

R=-7910.0L=325.0

L=981.8

L=300.0

Vertical Alignment

G=-0.74

%

L=782.9

R=56000.0

L=694.2

G=-1.98%

L=586.5

R=-56000.0

L=1666.4

G=0.99%

L=1478.3

R=56000.0

L=622.2

G=-0.12%

L=678.6

Existing Level 87.4

81.6

78.1

77.3

78.3

86.2

86.5

85.1

82.9

78.2

73.1

68.2

64.4

63.1

66.0

66.5

66.0

66.2

67.9

64.8

63.9

63.4

67.1

71.4

75.8

72.4

70.4

69.6

68.1

70.4

67.5

65.9

64.5

65.0

65.7

64.4

65.4

65.7

65.7

66.9

66.0

65.3

64.6

64.5

Proposed Level 89.6

88.9

88.0

86.9

85.7

84.3

82.7

80.9

78.9

77.0

75.0

73.0

71.0

69.0

67.1

65.3

63.6

62.2

60.9

59.8

58.9

58.1

57.6

57.2

57.0

57.0

57.1

57.5

58.0

58.7

59.5

60.5

61.5

62.5

63.5

64.5

65.5

66.5

67.5

68.5

69.4

70.4

71.4

72.4

73.4

74.4

75.3

76.0

76.6

76.9

77.1

77.1

77.0

76.9

76.8

76.7

76.5

76.4

76.3

76.1

75.7

75.1

+2.2

+7.3

+9.9

+9.6

+7.4

+1.9

+4.8

+6.6

+5.9

+1.1

+0.1

+0.1

+0.8

+1.8

+1.6

+3.4

+5.1

+6.8

+7.9

Cut and Fill -1.9

-3.8

-4.2

-4.0

-1.2

-1.2

-2.4

-4.0

-7.0

-5.0

-5.0

-5.3

-9.5

-14.2

-18.8

-15.4

-13.3

-12.1

-10.1

-11.7

-8.0

-5.4

-3.0

-2.5

-2.2

Design Speed: 400km/h

G=-0.74

%

L=782.9

64.5

64.3

64.1

64.3

64.4

65.0

66.0

67.1

68.1

68.6

68.4

68.5

68.6

69.0

69.1

68.9

68.8

68.9

+8.9

+10.1

+11.2

+11.7

+12.2

+11.9

+11.1

+10.0

+8.9

+8.3

+8.4

+8.2

+7.9

+7.4

+7.2

+7.2

+6.9

+6.2

188+250

Overbridge

183-S

4 C

apper's L

ane

M-188-L2 Brokendown Wood Embankment

Acco

mm

odation O

verbridge

184-S

5 Streeth

ay F

ootp

ath 6

R=56000.0

L=358.9

L=3180.4

R=-8750.0

68.7

74.8

+6.1

183-S

5 C

apper's L

ane A

TS

HS2 Alignment

183-L3 Fulfen Wood Embankment

Heath Embankment

181-L1 Whittington

Common Cutting

182-L1 Whittington 183-L6 Streethay Cutting

185-L1 Curborough EmbankmentM-186-L2 Fradley Wood Embankment

Ground Level

Underbridge

Lic

hfield R

oad

182-S

2

Overbridge

Darnford L

ane

182-S

4

183-L2 Capper´s Lane Viaduct

183-L1 Huddelsford Embankment

Street

Overbridge

185-S

4 A

38 R

ykneld

M-188-L1 Trent & Mersey Canal Viaduct

Main Line O

verbridge

183-S

6 W

est

Coast

Culvert

183-S

3 F

ulfen W

ood

South C

ulvert

185-S

3 M

are Bro

ok

North C

ulvert

186-S

1 M

are Bro

ok

M-186-L1 Curborough Flyover

Line O

verbridge

184-S

6 S

outh Staffordshire

60.0m

60.0

m

60.0

m

60.0

m

60.0m

60.0m

60.0m

60.0

m

60.0m

60.0

m

60.0

m

60.0

m

60.0

m

60.0m

60.0

m

60.0m

60.0

m

60.0

m

70.0m

70.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0

m

70.0m

70.0

m

70.0

m

70.0m

70.0

m

70.0m

70.0m

70.0

m

70.0m

70.0

m

70.0

m

70.0

m

70.0

m

70.0m

70.0m

70.0

m

70.0m

70.0

m

70.0m

70.0

m

70.0

m

70.0m

70.0m

70.0m

70.0m

70.0

m

70.0m

70.0m

70.0m

70.0m

70.0m

70.0m

70.0

m

70.0m

70.0

m

70.0

m 70.0

m

70.0m

70.0m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

70.0

m

80.0

m

80.0m

80.0

m

80.0

m

80.0

m

80.0

m

80.0m

80.0

m

80.0

m

80.0

m

80.0

m

80.0

m

80.0m

80.0

m

80.0

m

80.0

m

90.0

m

90.0

m

90.0

m

90.0

m

90.0m

100.0

m

100.0

m

100.0

m

100.0

m

100.0

m

100.0

m

182+000

183+000

184+000

185+000

186+000

189+000

187+000

188+

000

187+000

188+000

A119/01/2016

NOR

Country North

NOR

Capita Symonds Ineco JV

Country North Design

Civil

Bridge Profiles indicated at FRL to HS2 track

Note:

Chainage 182+100 to 186+200

Main Line

C223-CSI-CV-DPP-030-000011-FPD

Sheet 47

For

Continuation R

efer

To S

heet 46

For

Continuation R

efer

To S

heets 4

8 a

nd 4

9

PlanScale 1:10000

LICHFIELD

WHITTINGTON

HUDDLESFORD

WOOD

FRADLEY

Darnford Lane Overbridge

17 Diversion

Whittington Footpath

Whittington Bridleway 8



Diverted

Foothpath 6

Streethay

Bridleway 2

Fradley and Streethay

Footpath 5

Fradley and Streethay

Foothpath 5

Streethay

CURBOROUGH

Lichfield Road Underbridge

Scale 1:10000Profile

70.0

m

Overbridge

WCML

Viaduct

Capper´s Lane

Overbridge

Capper's Lane Road Overbridge

A38 South-bound Slip

Overbridge

A38 Rykneld Street

Line Overbridge

South Staffordshire

Accommodation Overbridge

Streethay Footpath 6

Fulfen Wood Culvert

Canal Underbridge

Wyrley and Essington

Station

Pumping

Retaining Wall

Streethay

Auto-Transformer Station

Capper´s Lane

1:10000

AHNOR

10/10/15

AH

22/01/16

CCG

FINAL PRELIMINARY DESIGN

Final Preliminary Design

P01

P01Issued for Condition B

22/01/16

STREETHAY

FRADLEY PARK

Canal Viaduct

Trent and Mersey

Wood End Lane

Flyover

Curborough

Diversion

Alrewas Footpath 31

Underpass

Alrewas Footpath 31

Substation

Mare Brook Package

Culvert

Mare Brook North

70.0m

Alrewas Footpath 31

Culvert

Mare Brook South

Watercourse Diversion

Mare Brook South

Underbridge

Wood End Lane

Drawn Checked Approved

Drawing No.

Date Scale Size

Rev.

DrawnRev Description

Project/Contract

Discipline/Function

Zone

Creator/Originator

Legends/Notes:

Drawing Title

Design Stage

HS2 AppCon AppChecked

Scale with caution as distortion can occur.

may be used for legal or other official purposes.

Only an official copy of a title plan or register obtained from the Land Registry

sold or published without the formal permission of Land Registry.

This material was last updated on 2015 and may not be copied, distributed,

Registry under delegated authority from the Controller of HMSO.

© Crown Copyright material is reproduced with the permission of Land

Ordnance Survey Licence number 100049190

© Crown Copyright and database right 2015. All rights reserved.

or if it is issued in part or issued incompletely in any way.

the reproduction of this document after alteration, amendment or abbreviation

HS2 accepts no responsibility for any circumstances which arise from

London, E14 5AB

One Canada Square,

Registered office:

Registration No. 06791686

Registered in England

Tunnel portalDitches - new

Tunnels external extentWoodland habitat creation

Wetland habitat creation

Grassland habitat creation

Ecological mitigation pond

HS2 Access road

Watercourse diversion

Electricity substation

Balancing pond

Noise fence barrier

Replacement floodplain storage

Land drainage area (scrub / woodland)

Landscape mitigation planting Main utility works

County boundary

Borough / District boundary

Community forum boundary

Rail alignment

Rail alignment formation

Landscape earthworks

Engineering earthworks

10+000

Stopped-up PRoW

Hedgerow habitat creation

Grassed areas

Sustainable placement

Public realm

(PRoW)

Existing public right of way

PRoW

New, diverted or realigned (e.g. 10+000)

Chainage

Existing watercourseor portal building

Depot, station, headhouse

development use

Returned to suitable

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES

Fit for Acceptance

Code 1

- Acc

epted