Accepted - assets.publishing.service.gov.ukassets.publishing.service.gov.uk/...rac k le y C u lv e...
1
1 10 . 0 m 110 . 0 m 120 . 0 m 1 2 0 . 0 m 120 . 0 m 130 . 0 m 130 . 0 m 140 . 0 m 1 40 . 0 m 140 . 0 m 14 0 . 0 m 15 0 . 0 m 160 . 0 m 160 . 0 m 170 . 0 m 95 + 0 00 96 + 000 97 + 000 98 + 000 99 + 000 100 + 000 101 + 000 102 + 000 103 + 000 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 096-L1 Brackley South Cutting Embankment 097-L1 Brackley 098-L1 Brackley North Cutting Embankment 099-L1 Greatworth South 099-L2 Greatworth South Cutting Embankment 101-L1 Greatworth North North Cutting 101-L2 Greatworth Green Tunnel 102-L1 Greatworth Embankment 095-L3 Helmdon 101 - S3 Gr ea t wo r t h AT S Chainage 96 + 000 96 + 100 96 + 200 96 + 300 96 + 400 96 + 500 96 + 600 96 + 700 96 + 800 96 + 900 97 + 000 97 + 100 97 + 200 97 + 300 97 + 400 97 + 500 97 + 600 97 + 700 97 + 800 97 + 900 98 + 000 98 + 100 98 + 200 98 + 300 98 + 400 98 + 500 98 + 600 98 + 700 98 + 800 98 + 900 99 + 000 99 + 100 99 + 200 99 + 300 99 + 400 99 + 500 99 + 600 99 + 700 99 + 800 99 + 900 100 + 000 100 + 100 100 + 200 100 + 300 100 + 400 100 + 500 100 + 600 100 + 700 100 + 800 100 + 900 101 + 000 101 + 100 101 + 200 101 + 300 101 + 400 101 + 500 101 + 600 101 + 700 101 + 800 101 + 900 102 + 000 102 + 100 102 + 200 102 + 300 102 + 400 Horizontal Alignment L=3773.2 R=-8250.0 L = 375 . 0 L=5242.2 Vertical Alignment G = 0 . 850 % L = 9 62 . 5 R=-56000.0 L=224.0 G = 1 . 250 % L = 1441 . 8 R=40000.0 L=300.0 G = 0 . 500 % L = 1946 . 8 R=56000.0 L=168.0 Existing Level 117 . 5 116 . 8 118 . 4 122 . 1 127 . 3 130 . 0 132 . 2 134 . 4 139 . 6 143 . 0 146 . 8 147 . 7 147 . 4 146 . 3 137 . 5 141 . 2 140 . 1 141 . 8 140 . 5 136 . 5 141 . 1 143 . 8 147 . 3 150 . 2 151 . 4 152 . 3 152 . 8 153 . 0 151 . 6 151 . 8 155 . 3 156 . 5 154 . 9 151 . 0 148 . 1 150 . 8 151 . 0 154 . 4 157 . 7 159 . 7 160 . 8 161 . 4 162 . 3 162 . 0 161 . 8 162 . 9 164 . 5 164 . 8 162 . 3 159 . 3 161 . 6 165 . 7 167 . 5 167 . 5 164 . 5 160 . 1 154 . 9 157 . 3 160 . 9 163 . 3 162 . 8 163 . 3 167 . 4 169 . 3 170 . 4 Proposed Level 118 . 7 119 . 5 120 . 4 121 . 2 122 . 1 122 . 9 123 . 9 125 . 1 126 . 4 127 . 6 128 . 9 130 . 1 131 . 4 132 . 6 133 . 9 135 . 1 136 . 4 137 . 6 138 . 9 140 . 1 141 . 4 142 . 6 143 . 8 144 . 8 145 . 5 146 . 0 146 . 5 147 . 0 147 . 5 148 . 0 148 . 5 149 . 0 149 . 5 150 . 0 150 . 5 151 . 0 151 . 5 152 . 0 152 . 5 153 . 0 153 . 5 154 . 0 154 . 5 155 . 0 155 . 5 155 . 9 156 . 1 156 . 3 156 . 5 156 . 7 156 . 9 157 . 1 157 . 3 157 . 5 157 . 7 157 . 9 158 . 1 + 1 . 2 + 2 . 7 + 2 . 0 + 3 . 6 + 0 . 3 + 2 . 4 + 0 . 2 + 0 . 5 + 3 . 2 Cut and Fill - 0 . 9 - 5 . 2 - 7 . 1 - 8 . 3 - 9 . 3 - 13 . 2 - 15 . 4 - 17 . 9 - 17 . 6 - 16 . 0 - 13 . 7 - 3 . 6 - 6 . 1 - 3 . 7 - 4 . 2 - 1 . 6 - 1 . 2 - 3 . 5 - 5 . 4 - 5 . 9 - 6 . 3 - 6 . 3 - 6 . 0 - 4 . 1 - 3 . 8 - 6 . 8 - 7 . 5 - 5 . 4 - 1 . 0 - 2 . 4 - 5 . 2 - 6 . 7 - 7 . 3 - 7 . 4 - 7 . 8 - 7 . 0 - 6 . 3 - 7 . 0 - 8 . 4 - 8 . 5 - 5 . 8 - 2 . 6 - 4 . 7 - 8 . 6 - 10 . 2 - 10 . 0 - 6 . 8 - 2 . 2 400km/h 360km/h 097 - S4 Br ac k l e y Cu l v e r t 099 - S1 He l m don Cu l v e r t Route Element ID Design Speed Chainage 96 + 000 96 + 100 96 + 200 96 + 300 96 + 400 96 + 500 96 + 600 96 + 700 96 + 800 96 + 900 97 + 000 97 + 100 97 + 200 97 + 300 97 + 400 97 + 500 97 + 600 97 + 700 97 + 800 97 + 900 98 + 000 98 + 100 98 + 200 98 + 300 98 + 400 98 + 500 98 + 600 98 + 700 98 + 800 98 + 900 99 + 000 99 + 100 99 + 200 99 + 300 99 + 400 99 + 500 99 + 600 99 + 700 99 + 800 99 + 900 100 + 000 100 + 100 100 + 200 100 + 300 100 + 400 100 + 500 100 + 600 100 + 700 100 + 800 100 + 900 101 + 000 101 + 100 101 + 200 101 + 300 101 + 400 101 + 500 101 + 600 101 + 700 101 + 800 101 + 900 102 + 000 102 + 100 102 + 200 102 + 300 102 + 400 Horizontal Alignment L=3773.2 R=-8250.0 L = 375 . 0 L=5242.2 Vertical Alignment G = 0 . 850 % L = 9 62 . 5 R=-56000.0 L=224.0 G = 1 . 250 % L = 1441 . 8 R=40000.0 L=300.0 G = 0 . 500 % L = 1946 . 8 R=56000.0 L=168.0 G = 0 . 200 % L = 1833 . 1 R=40000.0 L=280.0 Existing Level 157 . 3 160 . 9 163 . 3 162 . 8 163 . 3 167 . 4 169 . 3 170 . 4 Proposed Level 118 . 7 119 . 5 120 . 4 121 . 2 122 . 1 122 . 9 123 . 9 125 . 1 126 . 4 127 . 6 128 . 9 130 . 1 131 . 4 132 . 6 133 . 9 135 . 1 136 . 4 137 . 6 138 . 9 140 . 1 141 . 4 142 . 6 143 . 8 144 . 8 145 . 5 146 . 0 146 . 5 147 . 0 147 . 5 148 . 0 148 . 5 149 . 0 149 . 5 150 . 0 150 . 5 151 . 0 151 . 5 152 . 0 152 . 5 153 . 0 153 . 5 154 . 0 154 . 5 155 . 0 155 . 5 155 . 9 156 . 1 156 . 3 156 . 5 156 . 7 156 . 9 157 . 1 157 . 3 157 . 5 157 . 7 157 . 9 158 . 1 158 . 3 158 . 5 158 . 7 158 . 9 159 . 1 159 . 3 159 . 5 159 . 7 + 1 . 0 Cut and Fill - 2 . 4 - 4 . 6 - 3 . 9 - 4 . 2 - 8 . 1 - 9 . 8 - 10 . 7 400km/h 360km/h Design Speed 096 - S3 W h it f i e l d AT S 096 - S2 A43 Ox f o r d Ro a d Ov e r b r i dg e Acc o mm od a ti on Ov e r b r i dg e 097 - S1 Br i d l e wa y AX16 098 - S1 Ra d s t on e Ro a d Ov e r b r i dg e Acc o mm od a ti on Ov e r b r i dg e 098 - S3 Br i d l e wa y AX18 Ov e r b r i dg e Acc o mm od a ti on 099 - S2 F oo t p a t h AN22 Ov e r b r i dg e Acc o mm od a ti on 100 - S1 Br i d l e wa y AN37 Dr op I n l e t Cu l v e r t 100 - S4 Gr ea t wo r t h Dr y Va ll e y Ov e r b r i dg e Acc o mm od a ti on 101 - S1 Br i d l e wa y AN14 Cu l v e r t 101 - S2 Gr ea t h wo r t h Ha ll Rea li gn m e n t 102 - S2 He l m don Ro a d 097 - S3 F oo t p a t h AX15 Gr ee n 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 BRACKLEY GREATWORTH RADSTONE HS2 Alignment 26/02/2016 TB Civil Atkins Main Line C222-ATK-CV-DPP-020-000012-FPD A1 AS SHOWN Country South Country South Design F o r Con ti n u a ti o n Re f e r T o Sh e e t 30 F o r Con ti nu a ti on Re f e r T o Sh ee t 32 Chainage 96+000 to 102+400 Sheet 31 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 Overbridge Accommodation Bridleway AX16 Overbridge A43 Oxford Road Station Auto-transformer Whitfield Tunnel Greatworth Green Overbridge Accommodation Bridleway AN14 Realignment Helmdon Road Overbridge Accommodation Bridleway AN37 Overbridge Accommodation Footpath AN22 Overbridge Accommodation Bridleway AX18 Overbridge Radstone Road B4525 Welsh Road Road A43 Oxford Station Auto-transformer Greatworth Green Overbridge Footpath AX15 Code 1 - Accepted
Transcript of Accepted - assets.publishing.service.gov.ukassets.publishing.service.gov.uk/...rac k le y C u lv e...
110.0
m
110.0
m
120.0m
120.0
m
120.0
m
130.0
m
130.0
m
140.0
m
140.0
m
140.0
m
140.0
m
150.0m
160.0m
160.0
m
170.0m
95+000
96+000
97+000
98+000
99+000
100+000
101+000
102+000
103+000
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0
200.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
170.0
180.0
190.0
200.0
096-L1 Brackley South Cutting
Embankment
097-L1 Brackley
098-L1 Brackley North Cutting
Embankment
099-L1 Greatworth South
099-L2 Greatworth South Cutting
Embankment
101-L1 Greatworth NorthNorth Cutting
101-L2 Greatworth
Green Tunnel
102-L1 Greatworth
Embankment
095-L3 Helmdon
101-S
3 Gre
atw
orth A
TS
Chainage
96+000
96+100
96+200
96+300
96+400
96+500
96+600
96+700
96+800
96+900
97+000
97+100
97+200
97+300
97+400
97+500
97+600
97+700
97+800
97+900
98+000
98+100
98+200
98+300
98+400
98+500
98+600
98+700
98+800
98+900
99+000
99+100
99+200
99+300
99+400
99+500
99+600
99+700
99+800
99+900
100+000
100+100
100+200
100+300
100+400
100+500
100+600
100+700
100+800
100+900
101+000
101+100
101+200
101+300
101+400
101+500
101+600
101+700
101+800
101+900
102+000
102+100
102+200
102+300
102+400
Horizontal Alignment
L=3773.2
R=-8250.0L=375.0
L=5242.2
Vertical Alignment G=0.850%
L=962.5R=-56000.0
L=224.0
G=1.250%
L=1441.8
R=40000.0
L=300.0
G=0.500%
L=1946.8
R=56000.0
L=168.0
Existing Level 117.5
116.8
118.4
122.1
127.3
130.0
132.2
134.4
139.6
143.0
146.8
147.7
147.4
146.3
137.5
141.2
140.1
141.8
140.5
136.5
141.1
143.8
147.3
150.2
151.4
152.3
152.8
153.0
151.6
151.8
155.3
156.5
154.9
151.0
148.1
150.8
151.0
154.4
157.7
159.7
160.8
161.4
162.3
162.0
161.8
162.9
164.5
164.8
162.3
159.3
161.6
165.7
167.5
167.5
164.5
160.1
154.9
157.3
160.9
163.3
162.8
163.3
167.4
169.3
170.4
Proposed Level 118.7
119.5
120.4
121.2
122.1
122.9
123.9
125.1
126.4
127.6
128.9
130.1
131.4
132.6
133.9
135.1
136.4
137.6
138.9
140.1
141.4
142.6
143.8
144.8
145.5
146.0
146.5
147.0
147.5
148.0
148.5
149.0
149.5
150.0
150.5
151.0
151.5
152.0
152.5
153.0
153.5
154.0
154.5
155.0
155.5
155.9
156.1
156.3
156.5
156.7
156.9
157.1
157.3
157.5
157.7
157.9
158.1
+1.2
+2.7
+2.0
+3.6
+0.3
+2.4
+0.2
+0.5
+3.2
Cut and Fill -0.9
-5.2
-7.1
-8.3
-9.3
-13.2
-15.4
-17.9
-17.6
-16.0
-13.7
-3.6
-6.1
-3.7
-4.2
-1.6
-1.2
-3.5
-5.4
-5.9
-6.3
-6.3
-6.0
-4.1
-3.8
-6.8
-7.5
-5.4
-1.0
-2.4
-5.2
-6.7
-7.3
-7.4
-7.8
-7.0
-6.3
-7.0
-8.4
-8.5
-5.8
-2.6
-4.7
-8.6
-10.2
-10.0
-6.8
-2.2
400km/h360km/h
097-S
4 Bra
ckle
y C
ulvert
099-S
1 H
elm
don C
ulvert
Route Element ID
Design Speed
Chainage
96+000
96+100
96+200
96+300
96+400
96+500
96+600
96+700
96+800
96+900
97+000
97+100
97+200
97+300
97+400
97+500
97+600
97+700
97+800
97+900
98+000
98+100
98+200
98+300
98+400
98+500
98+600
98+700
98+800
98+900
99+000
99+100
99+200
99+300
99+400
99+500
99+600
99+700
99+800
99+900
100+000
100+100
100+200
100+300
100+400
100+500
100+600
100+700
100+800
100+900
101+000
101+100
101+200
101+300
101+400
101+500
101+600
101+700
101+800
101+900
102+000
102+100
102+200
102+300
102+400
Horizontal Alignment
L=3773.2
R=-8250.0L=375.0
L=5242.2
Vertical Alignment G=0.850%
L=962.5R=-56000.0
L=224.0
G=1.250%
L=1441.8
R=40000.0
L=300.0
G=0.500%
L=1946.8
R=56000.0
L=168.0
G=0.200%
L=1833.1
R=40000.0
L=280.0
Existing Level 157.3
160.9
163.3
162.8
163.3
167.4
169.3
170.4
Proposed Level 118.7
119.5
120.4
121.2
122.1
122.9
123.9
125.1
126.4
127.6
128.9
130.1
131.4
132.6
133.9
135.1
136.4
137.6
138.9
140.1
141.4
142.6
143.8
144.8
145.5
146.0
146.5
147.0
147.5
148.0
148.5
149.0
149.5
150.0
150.5
151.0
151.5
152.0
152.5
153.0
153.5
154.0
154.5
155.0
155.5
155.9
156.1
156.3
156.5
156.7
156.9
157.1
157.3
157.5
157.7
157.9
158.1
158.3
158.5
158.7
158.9
159.1
159.3
159.5
159.7
+1.0
Cut and Fill -2.4
-4.6
-3.9
-4.2
-8.1
-9.8
-10.7
400km/h360km/h Design Speed
096-S
3 W
hitfield A
TS
096-S
2 A
43 O
xford R
oad O
verbridge
Acco
mm
odation O
verbridge
097-S
1 Bridle
way A
X16
098-S
1 R
adsto
ne R
oad O
verbridge
Acco
mm
odation O
verbridge
098-S
3 Bridle
way A
X18
O
verbridge
Acco
mm
odation
099-S
2 F
ootp
ath A
N22
Overbridge
Acco
mm
odation
100-S
1 Bridle
way A
N37
Dro
p Inlet
Culvert
100-S
4 Gre
atw
orth Dry V
alley
O
verbridge
Acco
mm
odation
101-S
1 Bridle
way A
N14
C
ulvert
101-S
2 Gre
ath
worth H
all
Realign
ment
102-S
2 H
elm
don R
oad
097-S
3 F
ootp
ath A
X15 Gre
en O
verbridge
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES Scale H 1:10000 V 1:1000
Profile
Scale 1:10000
Plan
BRACKLEY
GREATWORTH
RADSTONE
HS2 Alignment
26/02/2016
TB
Civil
Atkins
Main Line
C222-ATK-CV-DPP-020-000012-FPD
A1AS SHOWN
Country South Country South Design
For
Continuation R
efer
To S
heet 30
For
Continuation R
efer
To S
heet 32
Chainage 96+000 to 102+400
Sheet 31
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
Overbridge
Accommodation
Bridleway AX16
Overbridge
A43 Oxford Road
Station
Auto-transformer
Whitfield
Tunnel
Greatworth Green
Overbridge
Accommodation
Bridleway AN14
Realignment
Helmdon Road
Overbridge
Accommodation
Bridleway AN37Overbridge
Accommodation
Footpath AN22
Overbridge
Accommodation
Bridleway AX18
Overbridge
Radstone Road
B4525 Welsh Road
Road
A43 Oxford
Station
Auto-transformer
Greatworth
Green Overbridge
Footpath AX15
Code 1
- Acc
epted
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