6 0 . 0 m 70 . 0 m 80 . 0 m 80 . 0 m 80 . 0 m 90 . 0 m 90 . 0 m 9 0 . 0 m E AP E AP MAP MAP MAP EAP EAP MAP E AP E AP EAP EAP 7 6 + 000 77 + 000 78 + 000 79 + 000 80 + 000 81 + 000 82 + 000 83 + 000 84 + 000 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 080 - S7 Po r t wa y F a r m AT S 077-L1 Calvert Cutting 082-L3 Twyford Cutting Embankment 082-L2 Cowley Chainage 76 + 800 76 + 900 77 + 000 77 + 100 77 + 200 77 + 300 77 + 400 77 + 500 77 + 600 77 + 700 77 + 800 77 + 900 78 + 000 78 + 100 78 + 200 78 + 300 78 + 400 78 + 500 78 + 600 78 + 700 78 + 800 78 + 900 79 + 000 79 + 100 79 + 200 79 + 300 79 + 400 79 + 500 79 + 600 79 + 700 79 + 800 79 + 900 80 + 000 80 + 100 80 + 200 80 + 300 80 + 400 80 + 500 80 + 600 80 + 700 80 + 800 80 + 900 81 + 000 81 + 100 81 + 200 81 + 300 81 + 400 81 + 500 81 + 600 81 + 700 81 + 800 81 + 900 82 + 000 82 + 100 82 + 200 82 + 300 82 + 400 82 + 500 82 + 600 82 + 700 82 + 800 82 + 900 83 + 000 83 + 100 83 + 200 Horizontal Alignment L = 365 . 0 R=7285.0 L=673.8 L = 365 . 0 L=535.0 L = 365 . 0 R=-7280.0 L=2603.5 L = 365 . 0 L=615.0 L = 375 . 0 R=8255.0 L=4510.4 Vertical Alignment L = 7 7 9 . 6 G = 0 . 650 % L=340.0 R=40000.0 L = 1779 . 6 G = - 0 . 200 % L=224.1 R=-56000.0 L = 5344 . 7 G = 0 . 200 % Existing Level 78 . 5 79 . 3 79 . 5 77 . 8 79 . 2 81 . 9 84 . 3 85 . 2 86 . 2 87 . 2 88 . 5 89 . 4 90 . 5 89 . 2 87 . 6 86 . 9 86 . 8 86 . 5 86 . 4 85 . 9 85 . 8 86 . 1 88 . 1 90 . 1 89 . 2 88 . 5 87 . 8 88 . 4 88 . 0 89 . 1 90 . 4 90 . 2 90 . 7 88 . 8 88 . 1 88 . 5 88 . 7 88 . 3 87 . 3 87 . 1 87 . 0 84 . 4 86 . 5 85 . 5 85 . 0 86 . 6 85 . 8 82 . 8 82 . 5 82 . 9 83 . 3 83 . 8 84 . 1 84 . 0 83 . 2 83 . 0 83 . 6 85 . 0 86 . 4 87 . 7 88 . 5 89 . 8 90 . 7 91 . 4 90 . 9 Proposed Level 80 . 9 81 . 6 82 . 2 82 . 9 83 . 5 84 . 2 84 . 8 85 . 4 85 . 8 85 . 9 85 . 8 85 . 6 85 . 4 85 . 2 85 . 0 84 . 8 84 . 6 84 . 4 84 . 2 84 . 0 83 . 8 83 . 6 83 . 4 83 . 2 83 . 0 82 . 8 82 . 6 82 . 4 82 . 2 82 . 1 82 . 3 82 . 5 82 . 7 82 . 9 83 . 1 83 . 3 83 . 5 83 . 7 83 . 9 84 . 1 84 . 3 84 . 5 84 . 7 84 . 9 85 . 1 85 . 3 85 . 5 85 . 7 85 . 9 86 . 1 86 . 3 86 . 5 86 . 7 86 . 9 87 . 1 87 . 3 87 . 5 87 . 7 87 . 9 88 . 1 88 . 3 88 . 5 88 . 7 88 . 9 89 . 1 + 2 . 4 + 2 . 3 + 2 . 7 + 5 . 1 + 4 . 3 + 2 . 3 + 0 . 5 + 0 . 2 + 0 . 1 + 0 . 1 + 2 . 9 + 3 . 4 + 3 . 2 + 3 . 0 + 2 . 7 + 2 . 6 + 2 . 9 + 3 . 9 + 4 . 3 + 3 . 9 + 2 . 7 + 1 . 5 + 0 . 4 Cut and Fill - 0 . 4 - 1 . 3 - 2 . 7 - 3 . 8 - 5 . 1 - 4 . 0 - 2 . 6 - 2 . 1 - 2 . 2 - 2 . 1 - 2 . 2 - 1 . 9 - 2 . 0 - 2 . 5 - 4 . 7 - 6 . 9 - 6 . 2 - 5 . 7 - 5 . 2 - 6 . 0 - 5 . 8 - 7 . 0 - 8 . 1 - 7 . 7 - 8 . 0 - 5 . 9 - 5 . 0 - 5 . 2 - 5 . 2 - 4 . 6 - 3 . 4 - 3 . 0 - 2 . 7 - 1 . 8 - 0 . 6 - 1 . 3 - 0 . 3 - 0 . 2 - 1 . 3 - 2 . 0 - 2 . 5 - 1 . 8 400km/h Route Element ID Design Speed 082-L1 Twyford Viaduct 080-L1 Twyford Embankment Embankment 074-L5 Grendon Underwood 079 - S7 Sh e ph e r d s F u r ze I nv e r t e d Si phon 081 - S6 Po r t wa y Cu l v e r t 082 - S6 T wy f o r d W e s t Cu l v e r t 076 - S7 Sh ee phou s e W ood Sou t h Cu l v e r t 077 - S1 Sh ee phou s e W ood No r t h Cu l v e r t Ov e r b r i dg e 077 - S2 F oo t p a t h SCL / 13 Gr ee n 078 - S2 Ca l v e r t Gr ee n Ov e r b r i dg e 079 - S1 Sc hoo l Hill Gr ee n Ov e r b r i dg e 080 - S1 EW R Ov e r b r i dg e 080 - S4 Pe rr y Hill Ov e r b r i dg e 081 - S1 W e s t St r ee t Ov e r b r i dg e 081 - S4 T wy f o r d Ea s t Cu l v e r t Acc o mm od a ti on Ov e r b r i dg e 083 - S1 Re s t r i c t e d By wa y PBI / 5 A Acc o mm od a ti on Ov e r b r i dg e 078 - S3 Ca l v e r t Si d i ng s W W W W PSTN W W W W W W W W W W W W W W W W W W S W 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 CALVERT TWYFORD HS2 Alignment 26/02/2016 TB Civil Atkins Main Line C222-ATK-CV-DPP-020-000009-FPD A1 AS SHOWN Country South Country South Design F o r Con ti nu a ti on Re f e r T o Sh e e t 27 F o r Con ti nu a ti on Re f e r T o Sh ee t 29 Chainage 76+800 to 83+200 Sheet 28 HMG 29/02/16 FINAL PRELIMINARY DESIGN P01 P01 For Continuation Refer to Drawing C222-ATK-CV-DPP-020-000015-FPD . Mitigation Structure 076-S8 Sheephouse Wood 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 Accommodation Overbridge Restricted Byway PBI/5A Overbridge Perry Hill Overbridge West Street R e - a li gn m e n t A y l e s b u r y L i nk Overbridge Calvert Green Green Overbridge Footpath SCL/13 Twyford Viaduct Overbridge Addison Road Siding Waste Transfer Re-alignment Aylesbury Link Underbridge Charndon Lodge Bletchley Line Bicester to Maintenance Depot Calvert Infrastructure Overbridge Southern Access Maintenance Depot Infrastructure Southern Access Maintenance Depot Infrastructure Mitigation Structure Sheephouse Wood Realignment Perry Hill Line Realignment Bicester to Bletchley Station Auto Transformer Portway Farm Access Sewage Works Overbridge Green School Hill Overbridge Accommodation Calvert Sidings East-West Rail Overbridge Gas Pumping Station Code 1 - Accepted
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60.0m
70.0m
80.0
m
80.0
m
80.0
m
90.0m
90.0m
90.0m
EAP
EAP
MAP
MAP
MAP
EAP
EAP
MAP
EAP
EAP
EAP
EAP
76+000
77+000
78+000
79+0008
0+000
81+000
82+000
83+000
84+000
40.0
50.0
60.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0
080-S
7 P
ort
way F
arm A
TS
077-L1 Calvert Cutting082-L3 Twyford CuttingEmbankment
082-L2 Cowley
Chainage
76+800
76+900
77+000
77+100
77+200
77+300
77+400
77+500
77+600
77+700
77+800
77+900
78+000
78+100
78+200
78+300
78+400
78+500
78+600
78+700
78+800
78+900
79+000
79+100
79+200
79+300
79+400
79+500
79+600
79+700
79+800
79+900
80+000
80+100
80+200
80+300
80+400
80+500
80+600
80+700
80+800
80+900
81+000
81+100
81+200
81+300
81+400
81+500
81+600
81+700
81+800
81+900
82+000
82+100
82+200
82+300
82+400
82+500
82+600
82+700
82+800
82+900
83+000
83+100
83+200
Horizontal Alignment
L=365.0R=7285.0
L=673.8L=365.0L=535.0
L=365.0R=-7280.0
L=2603.5
L=365.0L=615.0
L=375.0R=8255.0
L=4510.4
Vertical Alignment L=779.6
G=0.650%
L=340.0
R=40000.0
L=1779.6
G=-0.200%
L=224.1
R=-56000.0
L=5344.7
G=0.200%
Existing Level 78.5
79.3
79.5
77.8
79.2
81.9
84.3
85.2
86.2
87.2
88.5
89.4
90.5
89.2
87.6
86.9
86.8
86.5
86.4
85.9
85.8
86.1
88.1
90.1
89.2
88.5
87.8
88.4
88.0
89.1
90.4
90.2
90.7
88.8
88.1
88.5
88.7
88.3
87.3
87.1
87.0
84.4
86.5
85.5
85.0
86.6
85.8
82.8
82.5
82.9
83.3
83.8
84.1
84.0
83.2
83.0
83.6
85.0
86.4
87.7
88.5
89.8
90.7
91.4
90.9
Proposed Level 80.9
81.6
82.2
82.9
83.5
84.2
84.8
85.4
85.8
85.9
85.8
85.6
85.4
85.2
85.0
84.8
84.6
84.4
84.2
84.0
83.8
83.6
83.4
83.2
83.0
82.8
82.6
82.4
82.2
82.1
82.3
82.5
82.7
82.9
83.1
83.3
83.5
83.7
83.9
84.1
84.3
84.5
84.7
84.9
85.1
85.3
85.5
85.7
85.9
86.1
86.3
86.5
86.7
86.9
87.1
87.3
87.5
87.7
87.9
88.1
88.3
88.5
88.7
88.9
89.1
+2.4
+2.3
+2.7
+5.1
+4.3
+2.3
+0.5
+0.2
+0.1
+0.1
+2.9
+3.4
+3.2
+3.0
+2.7
+2.6
+2.9
+3.9
+4.3
+3.9
+2.7
+1.5
+0.4
Cut and Fill -0.4
-1.3
-2.7
-3.8
-5.1
-4.0
-2.6
-2.1
-2.2
-2.1
-2.2
-1.9
-2.0
-2.5
-4.7
-6.9
-6.2
-5.7
-5.2
-6.0
-5.8
-7.0
-8.1
-7.7
-8.0
-5.9
-5.0
-5.2
-5.2
-4.6
-3.4
-3.0
-2.7
-1.8
-0.6
-1.3
-0.3
-0.2
-1.3
-2.0
-2.5
-1.8
400km/h
Route Element ID
Design Speed
082-L1 Twyford Viaduct
080-L1 Twyford EmbankmentEmbankment
074-L5 Grendon Underwood
079-S
7 S
hepherds F
urz
e Inverted Sip
hon
081-S
6 P
ort
way C
ulvert
082-S
6 T
wyford W
est
Culvert
076-S
7 S
heephouse W
ood S
outh C
ulvert
077-S
1 S
heephouse W
ood N
orth C
ulvert
O
verbridge
077-S
2 F
ootp
ath S
CL/1
3 Gre
en
078-S
2 C
alvert Gre
en O
verbridge
079-S
1 S
chool
Hill
Gre
en O
verbridge
080-S
1 E
WR O
verbridge
080-S
4 P
erry Hill
Overbridge
081-S
1 W
est Street
Overbridge
081-S
4 T
wyford E
ast
Culvert
Acco
mm
odation O
verbridge
083-S
1 R
estricte
d B
yway P
BI/5
A
Acco
mm
odation O
verbridge
078-S
3 C
alvert Sidin
gs
W
W
W
W
PSTN
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
1970m
m INT
ERVA
L
NR60D
13.5 T
RANS
ITION C
ROSS
OVER
RE/PW /
2338
CEN56 CV10 25mph
1970m
m INT
ERVA
L
NR60D
13.5 T
RANS
ITION C
ROSS
OVER
RE/PW /
2338
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES
Scale H 1:10000 V 1:1000
Profile
Scale 1:10000
Plan
CALVERT
TWYFORD
HS2 Alignment
26/02/2016
TB
Civil
Atkins
Main Line
C222-ATK-CV-DPP-020-000009-FPD
A1AS SHOWN
Country South Country South Design
For
Continuation R
efer
To S
heet 27
For
Continuation R
efer
To S
heet 29
Chainage 76+800 to 83+200
Sheet 28
HMG
29/02/16
FINAL PRELIMINARY DESIGN
P01
P01
For Continuation Refer to Drawing C222-ATK-CV-DPP-020-000015-FPD
. Mitigation Structure 076-S8 Sheephouse Wood
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
Accommodation Overbridge
Restricted Byway PBI/5A
Overbridge
Perry Hill
Overbridge
West Street
Re-alignment
Aylesbury Link
Overbridge
Calvert Green
Green Overbridge
Footpath SCL/13
Twyford Viaduct
Overbridge
Addison Road
Siding
Waste Transfer
Re-alignment
Aylesbury Link
Underbridge
Charndon Lodge
Bletchley Line
Bicester to
Maintenance Depot
Calvert Infrastructure
Overbridge
Southern Access
Maintenance Depot
Infrastructure
Southern Access
Maintenance Depot
Infrastructure
Mitigation Structure
Sheephouse Wood
Realignment
Perry Hill
Line Realignment
Bicester to Bletchley
Station
Auto Transformer
Portway Farm
Access
Sewage Works
Overbridge
Green
School Hill
Overbridge
Accommodation
Calvert Sidings
East-West Rail Overbridge
Gas Pumping Station
Code 1
- Acc
epted
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