fit for acceptance

1
1 10 . 0 m 11 0 . 0 m 1 2 0 . 0 m 1 0 8 + 0 00 109 + 00 0 110 + 000 111 + 000 112 + 000 1 1 3 + 0 0 0 1 1 4 + 00 0 1 15 + 0 00 116 + 0 00 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 114-L1 Lower Boddington Embankment 113-L2 Lower Boddington Cutting Embankment 113-L1 Highfurlong Brook Brook Viaduct 112-L3 Highfurlong Walls Embankment 112-L2 Aston le 109-L1 Chipping Warden Green Tunnel North Embankment 108-L3 Edgcote 108 - S2 Os i e r b e d Sp i nn e y Cu l v e r t 113 - S2 L o we r Bodd i ng t on I nv e r t e d Si phon Chainage 108 + 800 108 + 900 109 + 000 109 + 100 109 + 200 109 + 300 109 + 400 109 + 500 109 + 600 109 + 700 109 + 800 109 + 900 110 + 000 110 + 100 110 + 200 110 + 300 110 + 400 110 + 500 110 + 600 110 + 700 110 + 800 110 + 900 111 + 000 111 + 100 111 + 200 111 + 300 111 + 400 111 + 500 111 + 600 111 + 700 111 + 800 111 + 900 112 + 000 112 + 100 112 + 200 112 + 300 112 + 400 112 + 500 112 + 600 112 + 700 112 + 800 112 + 900 113 + 000 113 + 100 113 + 200 113 + 300 113 + 400 113 + 500 113 + 600 113 + 700 113 + 800 113 + 900 114 + 000 114 + 100 114 + 200 114 + 300 114 + 400 114 + 500 114 + 600 114 + 700 114 + 800 114 + 900 115 + 000 115 + 100 115 + 200 Horizontal Alignment L=1488.2 R=-8250.0 L = 375 . 0 L=1135.2 L = 375 . 1 L=894.4 R=8256.0 L = 375 . 1 L=3717.2 Vertical Alignment R=-40000.0 L=400.0 G = 0 . 5 00 % L = 1767 . 3 R=40000.0 L=400.0 G = - 0 . 500 % L = 2518 . 5 R=-40000.0 L=524.2 G = 0 . 810 % L = 1089 . 2 R=40000.0 L=224.1 Existing Level 109 . 3 115 . 5 120 . 0 120 . 6 121 . 9 123 . 2 124 . 0 124 . 7 125 . 0 126 . 2 127 . 4 128 . 5 129 . 6 131 . 0 132 . 0 132 . 9 133 . 6 135 . 0 136 . 6 136 . 7 137 . 2 137 . 7 138 . 8 140 . 2 141 . 6 142 . 6 143 . 9 144 . 7 145 . 0 145 . 7 144 . 9 144 . 5 141 . 7 135 . 8 131 . 9 121 . 3 115 . 7 113 . 3 110 . 2 108 . 7 108 . 2 107 . 1 107 . 6 107 . 9 108 . 3 108 . 9 110 . 2 112 . 6 114 . 5 114 . 8 113 . 6 114 . 0 115 . 1 114 . 2 113 . 6 113 . 1 114 . 0 114 . 1 114 . 6 115 . 0 116 . 6 117 . 8 118 . 8 120 . 3 121 . 3 Proposed Level 116 . 8 117 . 3 117 . 8 118 . 3 118 . 8 119 . 3 119 . 8 120 . 3 120 . 8 121 . 3 121 . 8 122 . 3 122 . 8 123 . 3 123 . 8 124 . 3 124 . 8 125 . 3 125 . 8 126 . 1 126 . 2 126 . 0 125 . 6 125 . 1 124 . 6 124 . 1 123 . 6 123 . 1 122 . 6 122 . 1 121 . 6 121 . 1 120 . 6 120 . 1 119 . 6 119 . 1 118 . 6 118 . 1 117 . 6 117 . 1 116 . 6 116 . 1 115 . 6 115 . 1 114 . 6 114 . 1 113 . 6 113 . 1 112 . 8 112 . 6 112 . 7 113 . 1 113 . 7 114 . 5 115 . 3 116 . 1 117 . 0 117 . 8 118 . 6 119 . 4 120 . 2 121 . 0 121 . 8 122 . 6 123 . 4 + 7 . 5 + 1 . 8 + 2 . 9 + 4 . 8 + 7 . 4 + 8 . 4 + 8 . 4 + 9 . 0 + 8 . 0 + 7 . 2 + 6 . 3 + 5 . 2 + 3 . 4 + 0 . 5 + 0 . 3 + 1 . 7 + 3 . 0 + 3 . 0 + 3 . 7 + 4 . 0 + 4 . 4 + 3 . 6 + 3 . 2 + 3 . 0 + 2 . 3 + 2 . 1 Cut and Fill - 2 . 2 - 2 . 3 - 3 . 1 - 3 . 9 - 4 . 2 - 4 . 4 - 4 . 2 - 4 . 9 - 5 . 6 - 6 . 2 - 6 . 8 - 7 . 7 - 8 . 2 - 8 . 6 - 8 . 8 - 9 . 7 - 10 . 8 - 10 . 6 - 11 . 0 - 11 . 7 - 13 . 2 - 15 . 1 - 17 . 0 - 18 . 5 - 20 . 3 - 21 . 6 - 22 . 4 - 23 . 6 - 23 . 3 - 23 . 4 - 21 . 1 - 15 . 7 - 12 . 3 - 2 . 2 - 1 . 7 - 2 . 2 - 0 . 9 - 0 . 9 - 1 . 4 400km/h 360km/h 400km/h 114 - S2 Nu r s e r y Sit e Ca n a l F ee d e r Cu l v e r t 108-L2 Edgcote Cutting Route Element ID Design Speed 112 - S2 Ch i pp i ng W a r d e n M PAT Sub s t a ti on 113 - S3 Cl a ydon Ro a d Ov e r b r i dg e 114 - S3 Ce d a r s F a r m Cu l v e r t 110 - S5 A361 Rea li gn m e n t 110 - S4 Cu l wo r t h Ro a d Br i d l e wa y Re i n s t a t e m e n t 111 - S2 App l e t r ee L a n e 114 - S4 Ce d a r s F a r m Acce ss Ov e r b r i dg e 0 500 200 100 1000 @ 1:10000 METRES 0 100 50 20 10 @ 1:1000 METRES Scale H 1:10000 V 1:1000 Profile Scale 1:10000 Plan LOWER BODDINGTON ASTON LE WALLS CHIPPING WARDEN HS2 Alignment Claydon Road Overbridge 26/02/2016 TB Civil Atkins Main Line C222-ATK-CV-DPP-020-000014-FPD A1 AS SHOWN Country South Country South Design F o r Con ti nu a t i on Re f e r T o Sh ee t 32 F o r Con ti nu a ti on Re f e r T o Sh ee t 34 Chainage 108+800 to 115+200 Sheet 33 HMG 25/02/16 FINAL PRELIMINARY DESIGN P01 P01 For Acceptance AAR RP 26/02/16 AAR 26/02/16 RP Fit for Acceptance 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 A361 Byfield Road Bridleway Culworth Road Station Auto-transformer Mid-Point Chipping Warden A361 Realignment Green Tunnel Chipping Warden Viaduct Highfurlong Brook Reinstatement Appletree Lane be stopped up Culworth Road to Overbridge Accommodation Cedars Farm Code 1 - Accepted

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Page 1: Fit for Acceptance

110.0m

110.0m

120.0m

108+000

109+000

110+000

111+000

112+000

113+000

114+000

115+000

116+000

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

70.0

80.0

90.0

100.0

110.0

120.0

130.0

140.0

150.0

160.0

170.0

180.0

190.0

114-L1 Lower Boddington Embankment 113-L2 Lower Boddington CuttingEmbankment

113-L1 Highfurlong Brook

Brook Viaduct

112-L3 Highfurlong

Walls Embankment

112-L2 Aston le109-L1 Chipping Warden Green Tunnel

North Embankment

108-L3 Edgcote

108-S

2 O

sierb

ed S

pin

ney C

ulvert

113-S

2 L

ower

Boddin

gto

n Inverted Sip

hon

Chainage

108+800

108+900

109+000

109+100

109+200

109+300

109+400

109+500

109+600

109+700

109+800

109+900

110+000

110+100

110+200

110+300

110+400

110+500

110+600

110+700

110+800

110+900

111+000

111+100

111+200

111+300

111+400

111+500

111+600

111+700

111+800

111+900

112+000

112+100

112+200

112+300

112+400

112+500

112+600

112+700

112+800

112+900

113+000

113+100

113+200

113+300

113+400

113+500

113+600

113+700

113+800

113+900

114+000

114+100

114+200

114+300

114+400

114+500

114+600

114+700

114+800

114+900

115+000

115+100

115+200

Horizontal Alignment

L=1488.2

R=-8250.0L=375.0

L=1135.2L=375.1

L=894.4

R=8256.0L=375.1L=3717.2

Vertical Alignment R=-40000.0

L=400.0

G=0.500%

L=1767.3

R=40000.0

L=400.0

G=-0.500%

L=2518.5

R=-40000.0

L=524.2G=0.810%

L=1089.2

R=40000.0

L=224.1

Existing Level 109.3

115.5

120.0

120.6

121.9

123.2

124.0

124.7

125.0

126.2

127.4

128.5

129.6

131.0

132.0

132.9

133.6

135.0

136.6

136.7

137.2

137.7

138.8

140.2

141.6

142.6

143.9

144.7

145.0

145.7

144.9

144.5

141.7

135.8

131.9

121.3

115.7

113.3

110.2

108.7

108.2

107.1

107.6

107.9

108.3

108.9

110.2

112.6

114.5

114.8

113.6

114.0

115.1

114.2

113.6

113.1

114.0

114.1

114.6

115.0

116.6

117.8

118.8

120.3

121.3

Proposed Level 116.8

117.3

117.8

118.3

118.8

119.3

119.8

120.3

120.8

121.3

121.8

122.3

122.8

123.3

123.8

124.3

124.8

125.3

125.8

126.1

126.2

126.0

125.6

125.1

124.6

124.1

123.6

123.1

122.6

122.1

121.6

121.1

120.6

120.1

119.6

119.1

118.6

118.1

117.6

117.1

116.6

116.1

115.6

115.1

114.6

114.1

113.6

113.1

112.8

112.6

112.7

113.1

113.7

114.5

115.3

116.1

117.0

117.8

118.6

119.4

120.2

121.0

121.8

122.6

123.4

+7.5

+1.8

+2.9

+4.8

+7.4

+8.4

+8.4

+9.0

+8.0

+7.2

+6.3

+5.2

+3.4

+0.5

+0.3

+1.7

+3.0

+3.0

+3.7

+4.0

+4.4

+3.6

+3.2

+3.0

+2.3

+2.1

Cut and Fill -2.2

-2.3

-3.1

-3.9

-4.2

-4.4

-4.2

-4.9

-5.6

-6.2

-6.8

-7.7

-8.2

-8.6

-8.8

-9.7

-10.8

-10.6

-11.0

-11.7

-13.2

-15.1

-17.0

-18.5

-20.3

-21.6

-22.4

-23.6

-23.3

-23.4

-21.1

-15.7

-12.3

-2.2

-1.7

-2.2

-0.9

-0.9

-1.4

400km/h360km/h400km/h

114-S

2 N

urs

ery Site C

anal Feeder

Culvert

108-L2 Edgcote Cutting Route Element ID

Design Speed

112-S

2 C

hip

pin

g W

ard

en M

PA

T S

ubstation

113-S

3 Cla

ydon R

oad O

verbridge

114-S

3 C

edars F

arm C

ulvert

110-S

5 A

361 R

ealign

ment

110-S

4 C

ulw

orth R

oad Bridle

way

Reinstate

ment

111-S

2 A

ppletree L

ane

114-S

4 C

edars F

arm A

ccess O

verbridge

0 500200100 1000

@ 1:10000METRES

0 100502010

@ 1:1000METRES Scale H 1:10000 V 1:1000

Profile

Scale 1:10000

Plan

LOWER BODDINGTON

ASTON LE WALLS

CHIPPING WARDEN

HS2 Alignment

Claydon Road Overbridge

26/02/2016

TB

Civil

Atkins

Main Line

C222-ATK-CV-DPP-020-000014-FPD

A1AS SHOWN

Country South Country South Design

For

Continuation R

efer

To S

heet 32

For

Continuation R

efer

To S

heet 34

Chainage 108+800 to 115+200

Sheet 33

HMG

25/02/16

FINAL PRELIMINARY DESIGN

P01

P01

For Acceptance

AARRP

26/02/16

AAR

26/02/16

RP

Fit for Acceptance

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

A361 Byfield Road

BridlewayCulworth Road

StationAuto-transformerMid-PointChipping Warden

A361 Realignment

Green TunnelChipping Warden

ViaductHighfurlong Brook

ReinstatementAppletree Lane

be stopped upCulworth Road to

Overbridge AccommodationCedars Farm

Code 1

- Acc

epted