Slip R
oad O
verbridge
184-S
7 A
38 s
outh-b
ound
Underp
ass
186-S
3 Alre
was F
ootp
ath 3
1
Underbridge
M-1
87-S
1 W
ood E
nd L
ane
Connection with M
ain L
ain
Turn
out ty
pe T
6100-4
9T (400/2
00)
30
40
50
60
70
80
90
100
30
40
50
60
70
80
90
100
HS2 Route Element
Chainage
182+100
182+200
182+300
182+400
182+500
182+600
182+700
182+800
182+900
183+000
183+100
183+200
183+300
183+400
183+500
183+600
183+700
183+800
183+900
184+000
184+100
184+200
184+300
184+400
184+500
184+600
184+700
184+800
184+900
185+000
185+100
185+200
185+300
185+400
185+500
185+600
185+700
185+800
185+900
186+000
186+100
186+200
186+300
186+400
186+500
186+600
186+700
186+800
186+900
187+000
187+100
187+200
187+300
187+400
187+500
187+600
187+700
187+800
187+900
188+000
188+100
188+200
Horizontal Alignment L=2554.0
L=325.0L=2571.8
R=-7910.0L=325.0
L=981.8
L=300.0
Vertical Alignment
G=-0.74
%
L=782.9
R=56000.0
L=694.2
G=-1.98%
L=586.5
R=-56000.0
L=1666.4
G=0.99%
L=1478.3
R=56000.0
L=622.2
G=-0.12%
L=678.6
Existing Level 87.4
81.6
78.1
77.3
78.3
86.2
86.5
85.1
82.9
78.2
73.1
68.2
64.4
63.1
66.0
66.5
66.0
66.2
67.9
64.8
63.9
63.4
67.1
71.4
75.8
72.4
70.4
69.6
68.1
70.4
67.5
65.9
64.5
65.0
65.7
64.4
65.4
65.7
65.7
66.9
66.0
65.3
64.6
64.5
Proposed Level 89.6
88.9
88.0
86.9
85.7
84.3
82.7
80.9
78.9
77.0
75.0
73.0
71.0
69.0
67.1
65.3
63.6
62.2
60.9
59.8
58.9
58.1
57.6
57.2
57.0
57.0
57.1
57.5
58.0
58.7
59.5
60.5
61.5
62.5
63.5
64.5
65.5
66.5
67.5
68.5
69.4
70.4
71.4
72.4
73.4
74.4
75.3
76.0
76.6
76.9
77.1
77.1
77.0
76.9
76.8
76.7
76.5
76.4
76.3
76.1
75.7
75.1
+2.2
+7.3
+9.9
+9.6
+7.4
+1.9
+4.8
+6.6
+5.9
+1.1
+0.1
+0.1
+0.8
+1.8
+1.6
+3.4
+5.1
+6.8
+7.9
Cut and Fill -1.9
-3.8
-4.2
-4.0
-1.2
-1.2
-2.4
-4.0
-7.0
-5.0
-5.0
-5.3
-9.5
-14.2
-18.8
-15.4
-13.3
-12.1
-10.1
-11.7
-8.0
-5.4
-3.0
-2.5
-2.2
Design Speed: 400km/h
G=-0.74
%
L=782.9
64.5
64.3
64.1
64.3
64.4
65.0
66.0
67.1
68.1
68.6
68.4
68.5
68.6
69.0
69.1
68.9
68.8
68.9
+8.9
+10.1
+11.2
+11.7
+12.2
+11.9
+11.1
+10.0
+8.9
+8.3
+8.4
+8.2
+7.9
+7.4
+7.2
+7.2
+6.9
+6.2
188+250
Overbridge
183-S
4 C
apper's L
ane
M-188-L2 Brokendown Wood Embankment
Acco
mm
odation O
verbridge
184-S
5 Streeth
ay F
ootp
ath 6
R=56000.0
L=358.9
L=3180.4
R=-8750.0
68.7
74.8
+6.1
183-S
5 C
apper's L
ane A
TS
HS2 Alignment
183-L3 Fulfen Wood Embankment
Heath Embankment
181-L1 Whittington
Common Cutting
182-L1 Whittington 183-L6 Streethay Cutting
185-L1 Curborough EmbankmentM-186-L2 Fradley Wood Embankment
Ground Level
Underbridge
Lic
hfield R
oad
182-S
2
Overbridge
Darnford L
ane
182-S
4
183-L2 Capper´s Lane Viaduct
183-L1 Huddelsford Embankment
Street
Overbridge
185-S
4 A
38 R
ykneld
M-188-L1 Trent & Mersey Canal Viaduct
Main Line O
verbridge
183-S
6 W
est
Coast
Culvert
183-S
3 F
ulfen W
ood
South C
ulvert
185-S
3 M
are Bro
ok
North C
ulvert
186-S
1 M
are Bro
ok
M-186-L1 Curborough Flyover
Line O
verbridge
184-S
6 S
outh Staffordshire
60.0m
60.0
m
60.0
m
60.0
m
60.0m
60.0m
60.0m
60.0
m
60.0m
60.0
m
60.0
m
60.0
m
60.0
m
60.0m
60.0
m
60.0m
60.0
m
60.0
m
70.0m
70.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0
m
70.0m
70.0
m
70.0
m
70.0m
70.0
m
70.0m
70.0m
70.0
m
70.0m
70.0
m
70.0
m
70.0
m
70.0
m
70.0m
70.0m
70.0
m
70.0m
70.0
m
70.0m
70.0
m
70.0
m
70.0m
70.0m
70.0m
70.0m
70.0
m
70.0m
70.0m
70.0m
70.0m
70.0m
70.0m
70.0
m
70.0m
70.0
m
70.0
m 70.0
m
70.0m
70.0m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
70.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
80.0
m
80.0
m
80.0m
80.0
m
80.0
m
80.0
m
90.0
m
90.0
m
90.0
m
90.0
m
90.0m
100.0
m
100.0
m
100.0
m
100.0
m
100.0
m
100.0
m
182+000
183+000
184+000
185+000
186+000
189+000
187+000
188+
000
187+000
188+000
A119/01/2016
NOR
Country North
NOR
Capita Symonds Ineco JV
Country North Design
Civil
Bridge Profiles indicated at FRL to HS2 track
Note:
Chainage 182+100 to 186+200
Main Line
C223-CSI-CV-DPP-030-000011-FPD
Sheet 47
For
Continuation R
efer
To S
heet 46
For
Continuation R
efer
To S
heets 4
8 a
nd 4
9
PlanScale 1:10000
LICHFIELD
WHITTINGTON
HUDDLESFORD
WOOD
FRADLEY
Darnford Lane Overbridge
17 Diversion
Whittington Footpath
Whittington Bridleway 8
Whittington Bridleway 7
Whittington Bridleway 20
Diverted
Foothpath 6
Streethay
Bridleway 2
Fradley and Streethay
Footpath 5
Fradley and Streethay
Foothpath 5
Streethay
CURBOROUGH
Lichfield Road Underbridge
Scale 1:10000Profile
70.0
m
Overbridge
WCML
Viaduct
Capper´s Lane
Overbridge
Capper's Lane Road Overbridge
A38 South-bound Slip
Overbridge
A38 Rykneld Street
Line Overbridge
South Staffordshire
Accommodation Overbridge
Streethay Footpath 6
Fulfen Wood Culvert
Canal Underbridge
Wyrley and Essington
Station
Pumping
Retaining Wall
Streethay
Auto-Transformer Station
Capper´s Lane
1:10000
AHNOR
10/10/15
AH
22/01/16
CCG
FINAL PRELIMINARY DESIGN
Final Preliminary Design
P01
P01Issued for Condition B
22/01/16
STREETHAY
FRADLEY PARK
Canal Viaduct
Trent and Mersey
Wood End Lane
Flyover
Curborough
Diversion
Alrewas Footpath 31
Underpass
Alrewas Footpath 31
Substation
Mare Brook Package
Culvert
Mare Brook North
70.0m
Alrewas Footpath 31
Culvert
Mare Brook South
Watercourse Diversion
Mare Brook South
Underbridge
Wood End Lane
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
0 500200100 1000
@ 1:10000METRES
0 100502010
@ 1:1000METRES
Fit for Acceptance
Code 1
- Acc
epted