Accepted - GOV UK...ra w in g C 2 2 4-A R P-C V-A-0-2 7 0 0-P D F o r C o n i u a io n R e fe r to D...

1
8 0 . 0 m 80 . 0 m 80 . 0 m 80 . 0 m 8 0 . 0 m 80 . 0 m 80 . 0 m 80 . 0 m 80.0m 90 . 0 m 35 40 45 50 55 60 65 70 75 80 85 90 95 95 35 40 45 50 55 60 65 70 75 80 85 90 95 95 Route Element ID Chainage 167 + 000 167 + 050 167 + 100 167 + 150 167 + 200 167 + 250 167 + 300 167 + 350 167 + 400 167 + 450 167 + 500 167 + 550 167 + 600 167 + 650 167 + 700 167 + 750 167 + 800 167 + 850 167 + 900 167 + 950 168 + 000 168 + 050 168 + 100 168 + 150 168 + 200 168 + 250 168 + 300 168 + 350 168 + 400 168 + 450 168 + 500 168 + 550 168 + 600 168 + 650 168 + 700 168 + 750 168 + 800 Horizontal Alignment L=745.1 L = 145 . 0 R=5000.0 L=190.5 L = 145 . 0 L=1285.5 Vertical Alignment L=332.4 R=12810.0 L = 77 9 . 5 G = - 2 . 9 0 % L=628.8 R=-18500.0 L = 1091 . 4 G = 0 . 50 % Existing Level 81 . 7 80 . 2 83 . 1 82 . 0 82 . 1 82 . 8 82 . 2 82 . 2 82 . 3 82 . 2 82 . 0 82 . 4 82 . 7 82 . 8 82 . 7 82 . 9 82 . 9 82 . 5 82 . 4 82 . 4 85 . 5 83 . 0 82 . 8 82 . 0 80 . 6 84 . 2 83 . 8 83 . 7 83 . 6 82 . 2 82 . 6 82 . 5 82 . 3 82 . 7 82 . 9 83 . 0 82 . 8 Proposed Level 83 . 6 83 . 1 82 . 3 81 . 3 80 . 2 78 . 9 77 . 4 76 . 0 74 . 5 73 . 1 71 . 6 70 . 2 68 . 7 67 . 3 65 . 8 64 . 4 62 . 9 61 . 5 60 . 0 58 . 6 57 . 1 55 . 7 54 . 3 53 . 1 52 . 1 51 . 1 50 . 4 49 . 7 49 . 2 48 . 8 48 . 5 48 . 4 48 . 4 48 . 6 48 . 8 49 . 1 49 . 3 + 1 . 9 + 2 . 9 Cut and Fill - 0 . 8 - 0 . 7 - 1 . 9 - 3 . 9 - 4 . 8 - 6 . 2 - 7 . 8 - 9 . 1 - 10 . 4 - 12 . 2 - 14 . 0 - 15 . 5 - 16 . 9 - 18 . 5 - 20 . 0 - 21 . 0 - 22 . 4 - 23 . 8 - 28 . 4 - 27 . 3 - 28 . 5 - 28 . 9 - 28 . 5 - 33 . 1 - 33 . 4 - 34 . 0 - 34 . 4 - 33 . 4 - 34 . 1 - 34 . 1 - 33 . 9 - 34 . 1 - 34 . 1 - 33 . 9 - 33 . 5 Design Speed 230km/h 167 + 000 168 + 000 Drawn Checked Approved Drawing No. Date Scale Size Rev. Drawn Rev Description Project/Contract Discipline/Function Zone Creator/Originator Legends/Notes: Drawing Title Design Stage HS2 App Con App Checked 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 portal Ditches - new Tunnels external extent Woodland 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 watercourse or portal building Depot, station, headhouse development use Returned to suitable A1 28/09/2015 GLW AS SHOWN West Midlands Metropolitan Ove Arup & Partners International Ltd Birmingham Metropolitan Area Design Scale 1:2500 Plan Profile Scale H 1:2500 V 1:500 Civil 0 50 250 100 20 @ 1:2500 METRES 83.640 83.236 B r o m f o r d D r i v e River Tame M o t o r w a y M 6 Ch e s t e r Ro a d Cadbury Drive Or t on W a y T a m e s i d e D r i v e River Tame Dunlop Channel Existing M6 Viaduct Road Chester Retained Cut Eastern Tunnel Portal Tunnel Twin Bored head house Tunnel portal and South side of HS2 Flood wall on North and Embankment Langley Hill B-166-L2 B168-L7 Bromford Tunnel B-167-L8 Bromford Tunnel East Portal B-167-L3 Castle Bromwich Retained Cut Channel Culvert Dunlop Carrier B-167-S1 flood walls Minimum height of HS2 Sheet 4 of 8 Birmingham Spur Chainage 167+000 to 168+800 0 10 5 50 20 @ 1:500 METRES Tame River Castle Bromwich Business Park Birmingham and Derby Line River Tame realignment Bromford Tunnel East Portal Bromford Tunnel rescue area Emergency station auto-transformer Castle Bromwich diversion Esso 12" dia pipeline to be abandoned Existing watercourse Rail culvert Existing Network C224-ARP-CV-DPP-040-227500-FPD Fit for Acceptance CML PW FINAL PRELIMINARY DESIGN Final Preliminary Design GLW Porous Portal Structure Porous Portal Structure for FPD 12/11/15 12/11/15 12/11/15 PW GLW P01 Baseline AP4 copied and renumbered CML 06/05/16 06/05/16 SG PC 06/05/16 F o r Co n ti n u a ti on Re f e r t o Dr a wi n g C 2 2 4 - ARP- CV- DGA- 040 - 2 277 0 0 - FPD F o r Con ti nu a ti on Re f e r t o Dr a wi ng C224 - ARP- CV- DGA- 040 - 227300 - FPD Fit for Acceptance P02 P02 cover Cut and Code 1 - Accepted

Transcript of Accepted - GOV UK...ra w in g C 2 2 4-A R P-C V-A-0-2 7 0 0-P D F o r C o n i u a io n R e fe r to D...

Page 1: Accepted - GOV UK...ra w in g C 2 2 4-A R P-C V-A-0-2 7 0 0-P D F o r C o n i u a io n R e fe r to D ra w in g C 2 2 4-A R P-C V-D G A-0 4 0-2 7 3 0 0-F P D Fit for Acceptance P02

80.0

m 80.0

m

80.0m

80.0m

80.0m

80.0m

80.0m

80.0m

80.0m

90.0

m

35

40

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55

60

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80

85

90

9595

35

40

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9595

Route Element ID

Chainage

167+000

167+050

167+100

167+150

167+200

167+250

167+300

167+350

167+400

167+450

167+500

167+550

167+600

167+650

167+700

167+750

167+800

167+850

167+900

167+950

168+000

168+050

168+100

168+150

168+200

168+250

168+300

168+350

168+400

168+450

168+500

168+550

168+600

168+650

168+700

168+750

168+800

Horizontal Alignment L=745.1

L=145.0R=5000.0

L=190.5L=145.0L=1285.5

Vertical Alignment L=332.4

R=12810.0

L=779.5

G=-2.90%

L=628.8

R=-18500.0

L=1091.4G=0.50%

Existing Level 81.7

80.2

83.1

82.0

82.1

82.8

82.2

82.2

82.3

82.2

82.0

82.4

82.7

82.8

82.7

82.9

82.9

82.5

82.4

82.4

85.5

83.0

82.8

82.0

80.6

84.2

83.8

83.7

83.6

82.2

82.6

82.5

82.3

82.7

82.9

83.0

82.8

Proposed Level 83.6

83.1

82.3

81.3

80.2

78.9

77.4

76.0

74.5

73.1

71.6

70.2

68.7

67.3

65.8

64.4

62.9

61.5

60.0

58.6

57.1

55.7

54.3

53.1

52.1

51.1

50.4

49.7

49.2

48.8

48.5

48.4

48.4

48.6

48.8

49.1

49.3

+1.9

+2.9

Cut and Fill -0.8

-0.7

-1.9

-3.9

-4.8

-6.2

-7.8

-9.1

-10.4

-12.2

-14.0

-15.5

-16.9

-18.5

-20.0

-21.0

-22.4

-23.8

-28.4

-27.3

-28.5

-28.9

-28.5

-33.1

-33.4

-34.0

-34.4

-33.4

-34.1

-34.1

-33.9

-34.1

-34.1

-33.9

-33.5

Design Speed 230km/h

167+000

168+000

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

A128/09/2015

GLW

AS SHOWN

West Midlands Metropolitan

Ove Arup & Partners International Ltd

Birmingham Metropolitan Area Design

Scale 1:2500

Plan

ProfileScale H 1:2500 V 1:500

Civil

0 50 25010020

@ 1:2500METRES

83.640

83.236

Bromford D

rive

River Tame

Motorway

M6

Chester

Road

Cadbury Drive

Orto

n W

ay

Tameside Drive

River Tame

Dunlop Channel

Existing M6 Viaduct

Road

Chester Retained Cut Eastern Tunnel PortalTunnel

Twin Boredhead house

Tunnel portal and

South side of HS2

Flood wall on North and

Embankment

Langley Hill

B-166-L2

B168-L7 Bromford Tunnel

B-167-L8 Bromford Tunnel East Portal

B-167-L3 Castle Bromwich Retained Cut

Channel Culvert

Dunlop Carrier

B-167-S1

flood walls

Minimum height of HS2

Sheet 4 of 8

Birmingham Spur

Chainage 167+000 to 168+800

0 105 5020

@ 1:500METRES

Tame

River

Castle Bromwich Business Park

Birmingham and Derby Line

River Tame realignment

Bromford Tunnel

East Portal

Bromford Tunnel

rescue area

Emergency

station

auto-transformer

Castle Bromwich

diversion

Esso 12" dia pipeline

to be abandoned

Existing watercourse

Rail culvert

Existing Network

C224-ARP-CV-DPP-040-227500-FPD

Fit for Acceptance

CMLPW

FINAL PRELIMINARY DESIGN

Final Preliminary Design GLW

Porous Portal Structure

Porous Portal Structure

for FPD 12/11/15 12/11/1512/11/15

PWGLWP01

Baseline AP4 copied and renumbered CML

06/05/16 06/05/16

SG PC

06/05/16

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27700-F

PD

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27300-F

PD

Fit for AcceptanceP02

P02

cover

Cut and

Code 1

- Acc

epted