plan - gov.uk · rhg pw p04 b-173-l2 curzon street no.1 viaduct b-173-l1 duddeston junction viaduct...

1
100 . 0 m 1 00 . 0 m 100.0m 10 0 . 0 m 100 . 0 m 173 + 000 174 + 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 London, SW1E 5DU Bressenden Place, Eland House, Registered office: Registration No. 06791686 Registered in England HS2 Security Classification 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 2013 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 2013. 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 80 85 90 95 100 105 110 115 120 125 125 80 85 90 95 100 105 110 115 120 125 125 Route Element ID Chainage 172 + 400 172 + 450 172 + 500 172 + 550 172 + 600 172 + 650 172 + 700 172 + 750 172 + 800 172 + 850 172 + 900 172 + 950 173 + 000 173 + 050 173 + 100 173 + 150 173 + 200 173 + 250 173 + 300 173 + 350 173 + 400 173 + 450 173 + 500 173 + 550 173 + 600 173 + 650 173 + 700 173 + 750 173 + 800 173 + 850 173 + 900 173 + 950 174 + 000 174 + 050 174 + 100 174 + 150 174 + 200 Horizontal Alignment R=-1655.0 L=1360.3 L=30.0 R=-895.0 L=206.5 L = 85 . 0 L=130.9 L = 100 . 0 R=620.0 L=546.4 L = 100 . 0 L=1459.9 Vertical Alignment L=249.1 R=-11325.0 L = 190 . 0 G = 1 . 70 % L=251.2 R=11325.0 L = 162 . 6 G = - 0 . 52 % L=139.0 R=-3919.6 L = 706 . 2 G = 3 . 03 % L=156.2 R=4406.3 L = 1003 . 8 G = - 0 . 52 % Existing Level 91 . 9 93 . 3 90 . 8 93 . 3 93 . 9 93 . 8 92 . 9 93 . 6 93 . 4 93 . 7 93 . 4 93 . 9 93 . 6 93 . 9 93 . 9 95 . 5 96 . 5 95 . 5 96 . 1 95 . 8 95 . 6 95 . 8 95 . 9 96 . 3 98 . 0 98 . 5 95 . 5 98 . 7 98 . 3 99 . 0 98 . 4 99 . 7 101 . 4 100 . 2 94 . 8 96 . 9 100 . 6 Proposed Level 92 . 0 92 . 6 93 . 4 94 . 2 95 . 1 95 . 9 96 . 8 97 . 4 97 . 8 98 . 0 98 . 0 97 . 8 97 . 5 97 . 3 97 . 0 97 . 2 98 . 0 99 . 4 100 . 9 102 . 4 103 . 9 105 . 4 106 . 9 108 . 4 110 . 0 111 . 5 113 . 0 114 . 5 116 . 0 117 . 5 119 . 1 120 . 6 121 . 6 122 . 2 122 . 1 121 . 9 121 . 6 + 0 . 1 + 2 . 6 + 0 . 9 + 1 . 2 + 2 . 1 + 3 . 9 + 3 . 8 + 4 . 4 + 4 . 3 + 4 . 6 + 3 . 9 + 3 . 9 + 3 . 4 + 3 . 1 + 1 . 7 + 1 . 5 + 3 . 9 + 4 . 8 + 6 . 6 + 8 . 3 + 9 . 6 + 11 . 0 + 12 . 1 + 12 . 0 + 13 . 0 + 17 . 5 + 15 . 8 + 17 . 7 + 18 . 5 + 20 . 7 + 20 . 9 + 20 . 2 + 22 . 0 + 27 . 3 + 25 . 0 + 21 . 0 Cut and Fill - 0 . 7 Design Speed 180km/h 125km/h 100km/h HS2 Viaduct over City Centre into Curzon Street Station 1100m 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 04/04/2013 AJT JDS C224-ARP-CV-DPP-040-226900 AS SHOWN West Midlands Metropolitan Ove Arup & Partners International Ltd Birmingham Metropolitan Area Design Fit for hybrid bill submission Plan Scale 1:2500 Profile Scale H 1:2500 V 1:500 Mill Road Duddeston Civil 0 50 250 100 20 @ 1:2500 METRES 80km/h turnout Depot Access (Q1000 + 300mm freeboard) Minimum level of HS2 flood walls track 1 Depot reception River Rea R i v e r R e a D o ll m a n S t r ee t Dudd e s t on M ill Ro a d C a t o S t r ee t D e v o n S t r ee t M a i n s t r e a m Wa y Arley Road M e m bu r y R o a d Be n n e tt s Ro a d Ch a r t i s t Ro a d Cl a y t o n Ro a d G a t e S t r ee t Hi gh St r ee t Adderley Road Cr a nby St r ee t C r a w f o r dS t r ee t I nk e r m a n S t r ee t G r a nd U n i o n C a n a l R i v e r R ea Heartlands A47 Parkway Sa ltl e y Ca n a l Und e r b r i dg e B- 173 - S1 As t on Ch u r c h Ro a d Sa ltl e y Ro a d A47 to be remodeled Network Rail lines Saltley Power Signal Box Network Rail former to be removed Duddeston Road siding removed footbridge to be Network Rail to be relocated Saltley Neck siding sewer dia surface water Diverted STW 1.2m and culvert removed. Street Feeder. Weir Existing C&RT Artillery Rea overflow channel Diversion of River pumping station HS2 emergency Retaining wall between HS2 and reception tracks JJPB PW 11/11/13 11/11/13 11/11/13 PW GLW P05 culverts to be abandoned Existing watercourse and Flood basin Flood culverts Derby Line to Birmingham and Network Rail Access channel Concrete HS2 retaining wall and flood wall on North side Condition B. Code 1. hybrid bill submission 27/09/13 27/09/13 27/09/13 PW RHG P04 B-173-L1 Duddeston Junction Viaduct B-173-L2 Curzon Street No.1 Viaduct Vi a du c t B- 173 - S2 B4114 Sa ltl e y Flood culvert B-172-L2 Saltley Retained Fill 22/08/13 22/08/13 27/08/13 KAB JDS P03 Junction Viaduct Duddeston Road Bridge Duddeston Mill Viaduct B4114 Saltley Saltley Canal Underbridge Sheet 7 of 8 Birmingham Spur Chainage 172+400 to 174+200 0 10 5 50 20 @ 1:500 METRES Signalling Centre Network Rail W a y Pe m b r ok e Wa y P e n n i n e 18/06/13 18/06/13 19/06/13 PW PN Fit for hybrid bill submission P02 Condition B. Code 1. Issued for Condition B2 IPD JJPB B i r m i ngh a m a nd D e r by L i n e Fit for hybrid bill submission Condition B. Code 1. JJPB Issued for Condition B1 IPD ST JJPB INTERNAL P06 P06 25/11/13 25/11/13 25/11/13 PW PC F o r Con t i nu a t i on Re f e r t o Dr a wi ng C224 - ARP- CV- DGA- 040 - 227100 F o r Con t i nu a t i on Re f e r t o Dr a wi ng C224 - ARP- CV- DGA- 040 - 2267 0 0 No.1 Viaduct Curzon Street HS2 retaining wall on North side (embankment) flood wall on North side HS2 retaining wall and HS2 retaining wall on North side (embankment) Distribution 132kV O/H Existing Western Power HS2 Floodwall connection and culvert New C&RT weir

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Page 1: Plan - gov.uk · RHG PW P04 B-173-L2 Curzon Street No.1 Viaduct B-173-L1 Duddeston Junction Viaduct V ia du c t B-173-S 2 B 4114 S a ltle y Flood culvert B-172-L2 Saltley Retained

100.0m

100.0

m

100.0m

100.0

m

100.0m

173+000

174+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

London, SW1E 5DU

Bressenden Place,

Eland House,

Registered office:

Registration No. 06791686

Registered in England

HS2 Security Classification

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 2013 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 2013. 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

80

85

90

95

100

105

110

115

120

125125

80

85

90

95

100

105

110

115

120

125125

Route Element ID

Chainage

172+400

172+450

172+500

172+550

172+600

172+650

172+700

172+750

172+800

172+850

172+900

172+950

173+000

173+050

173+100

173+150

173+200

173+250

173+300

173+350

173+400

173+450

173+500

173+550

173+600

173+650

173+700

173+750

173+800

173+850

173+900

173+950

174+000

174+050

174+100

174+150

174+200

Horizontal Alignment R=-1655.0

L=1360.3L=30.0

R=-895.0

L=206.5

L=85.0L=130.9

L=100.0R=620.0

L=546.4L=100.0L=1459.9

Vertical Alignment L=249.1

R=-11325.0

L=190.0G=1.70%

L=251.2

R=11325.0L=162

.6

G=-0.52%

L=139.0

R=-3919.6

L=706.2

G=3.03%

L=156.2

R=4406.3L=1

003.8

G=-0.52%

Existing Level 91.9

93.3

90.8

93.3

93.9

93.8

92.9

93.6

93.4

93.7

93.4

93.9

93.6

93.9

93.9

95.5

96.5

95.5

96.1

95.8

95.6

95.8

95.9

96.3

98.0

98.5

95.5

98.7

98.3

99.0

98.4

99.7

101.4

100.2

94.8

96.9

100.6

Proposed Level 92.0

92.6

93.4

94.2

95.1

95.9

96.8

97.4

97.8

98.0

98.0

97.8

97.5

97.3

97.0

97.2

98.0

99.4

100.9

102.4

103.9

105.4

106.9

108.4

110.0

111.5

113.0

114.5

116.0

117.5

119.1

120.6

121.6

122.2

122.1

121.9

121.6

+0.1

+2.6

+0.9

+1.2

+2.1

+3.9

+3.8

+4.4

+4.3

+4.6

+3.9

+3.9

+3.4

+3.1

+1.7

+1.5

+3.9

+4.8

+6.6

+8.3

+9.6

+11.0

+12.1

+12.0

+13.0

+17.5

+15.8

+17.7

+18.5

+20.7

+20.9

+20.2

+22.0

+27.3

+25.0

+21.0

Cut and Fill -0.7

Design Speed 180km/h125km/h100km/h

HS2 Viaduct over City Centre into Curzon Street Station 1100m

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

A104/04/2013

AJT

JDS

C224-ARP-CV-DPP-040-226900

AS SHOWN

West Midlands Metropolitan

Ove Arup & Partners International Ltd

Birmingham Metropolitan Area Design

Fit for hybrid bill submission

PlanScale 1:2500

ProfileScale H 1:2500 V 1:500

Mill Road

Duddeston

Civil

0 50 25010020

@ 1:2500METRES

80km/h turnoutDepot Access

(Q1000 + 300mm freeboard)

Minimum level of HS2 flood walls

track 1

Depot reception

River Rea

River Rea

Dollman Street

Duddesto

n Mill Road

Cato Street

Devon

Street

Mainstrea

m Way

Arley Road

Membury R

oad

Bennetts R

oad

Chartist

Road

Cla

yto

n R

oad

Gate Stre

et

Hig

h Stre

et

Adderley Road

Cra

nby Stre

etCr

awford Stre

et

Inkerman S

treet

Grand Union Canal

River Rea

Heartlands A47 Parkway

Saltle

y C

anal

Underbridge

B-1

73-S

1

Asto

n C

hurc

h R

oadS

altle

y Road A

47

to be remodeled

Network Rail lines

Saltley Power Signal Box

Network Rail former

to be removed

Duddeston Road siding

removed

footbridge to be

Network Rail

to be relocated

Saltley Neck sidingsewer

dia surface water

Diverted STW 1.2mand culvert removed.

Street Feeder. Weir

Existing C&RT Artillery

Rea overflow channelDiversion of River

pumping stationHS2 emergency

Retaining wall between HS2 and reception tracks

JJPBPW

11/11/13 11/11/1311/11/13

PWGLWP05

culverts to be abandoned

Existing watercourse and

Flood basin

Flood culverts

Derby Line

to Birmingham and

Network Rail Access

channel

Concrete

HS2 retaining wall and flood wall on North side

Condition B. Code 1.

hybrid bill submission

27/09/13 27/09/1327/09/13

PWRHGP04

B-173-L1 Duddeston Junction ViaductB-173-L2 Curzon Street No.1 Viaduct

Via

duct

B-1

73-S

2 B

4114 S

altle

y

Flood culvert

B-172-L2 Saltley Retained Fill

22/08/13 22/08/1327/08/13

KABJDSP03

Junction Viaduct

Duddeston

Road Bridge

Duddeston Mill

Viaduct

B4114 Saltley

Saltley Canal Underbridge

Sheet 7 of 8

Birmingham Spur

Chainage 172+400 to 174+200

0 105 5020

@ 1:500METRES

Signalling Centre

Network Rail

Way

Pe

mbro

ke

Way

Penni

ne

18/06/13 18/06/1319/06/13

PWPN

Fit for hybrid bill submission

P02

Condition B. Code 1.

Issued for Condition B2 IPD

JJPB

Birmingham and Derby Line

Fit for hybrid bill submission

Condition B. Code 1.

JJPBIssued for Condition B1 IPD

ST

JJPB

INTERNAL

P06

P06

25/11/13 25/11/13 25/11/13

PW PC

For

Continuation R

efer to Dra

win

g C

224-A

RP-C

V-D

GA-0

40-2

27100

For Continuation R

efer to Dra

wing C

224-A

RP-C

V-D

GA-0

40-2

26700

No.1 Viaduct

Curzon Street

HS2 retaining wall on North side (embankment) flood wall on North sideHS2 retaining wall and

HS2 retaining wall on North side (embankment)

Distribution 132kV O/HExisting Western Power

HS2 Floodwall

connection

and culvert

New C&RT weir