90.0m
90.0m
90.0
m
90.0m
169+000
170+000
45
50
55
60
65
70
75
80
85
90
95
100100
45
50
55
60
65
70
75
80
85
90
95
100100
Route Element ID
Chainage
168+800
168+850
168+900
168+950
169+000
169+050
169+100
169+150
169+200
169+250
169+300
169+350
169+400
169+450
169+500
169+550
169+600
169+650
169+700
169+750
169+800
169+850
169+900
169+950
170+000
170+050
170+100
170+150
170+200
170+250
170+300
170+350
170+400
170+450
170+500
170+550
170+600
Horizontal Alignment L=1285.5
L=110.0R=-7000.0
L=161.8
L=110.0L=257.4
L=180.0R=4000.0
L=160.5L=180.0
L=1004.7
Vertical Alignment L=1091.4
G=0.50%
L=372.7
R=-24525.2
L=1582.2
G=2.02%
Existing Level 82.8
84.0
86.2
85.1
82.9
85.1
Proposed Level 49.3
49.6
49.8
50.1
50.3
50.6
50.8
51.1
51.3
51.6
51.8
52.1
52.3
52.6
52.8
53.1
53.3
53.6
53.8
54.1
54.4
54.8
55.3
55.9
56.6
57.4
58.3
59.3
60.3
61.3
62.3
63.3
64.4
65.4
66.4
67.4
68.4
Cut and Fill -33.5
-34.4
-36.4
-35.0
-32.6
-34.5
Design Speed 230km/h
Route Element ID
Chainage
168+800
168+850
168+900
168+950
169+000
169+050
169+100
169+150
169+200
169+250
169+300
169+350
169+400
169+450
169+500
169+550
169+600
169+650
169+700
169+750
169+800
169+850
169+900
169+950
170+000
170+050
170+100
170+150
170+200
170+250
170+300
170+350
170+400
170+450
170+500
170+550
170+600
Horizontal Alignment L=1285.5
L=110.0R=-7000.0
L=161.8
L=110.0L=257.4
L=180.0R=4000.0
L=160.5L=180.0
L=1004.7
Vertical Alignment L=1091.4
G=0.50%
L=372.7
R=-24525.2
L=1582.2
G=2.02%
Existing Level 85.2
85.5
83.4
83.2
83.4
83.4
83.7
83.5
83.2
83.7
86.1
84.2
83.8
83.7
83.9
84.2
85.0
85.3
85.5
85.6
81.7
87.8
88.2
88.0
87.9
89.2
90.3
89.5
84.4
89.4
88.6
Proposed Level 49.3
49.6
49.8
50.1
50.3
50.6
50.8
51.1
51.3
51.6
51.8
52.1
52.3
52.6
52.8
53.1
53.3
53.6
53.8
54.1
54.4
54.8
55.3
55.9
56.6
57.4
58.3
59.3
60.3
61.3
62.3
63.3
64.4
65.4
66.4
67.4
68.4
Cut and Fill -55.8
-34.4
-34.4
-32.1
-31.6
-31.6
-31.3
-31.4
-30.9
-30.4
-30.6
-32.8
-30.6
-30.0
-29.6
-29.5
-29.4
-29.7
-29.4
-28.9
-28.2
-23.4
-28.5
-27.9
-26.7
-25.6
-25.9
-25.9
-24.1
-18.0
-22.0
-20.2
Design Speed 230km/h
stopped up
Drive to be
Existing WolseleyGatehouse
West Portal
Bromford Tunnel
auto-transformer station
Bromford
Wolseley Drive
Bromf
ord D
rive
Chillinghome Road
M6A47 Fort Parkway
River
Tame
Plan
Birmingham and Derby Line
Existing M6 Viaduct
Bromford Tunnel
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
A128/09/2015
GLW
AS SHOWN
West Midlands Metropolitan
Ove Arup & Partners International Ltd
Birmingham Metropolitan Area Design
ProfileScale H 1:2500 V 1:500
Civil
0 50 25010020
@ 1:2500METRES
Tame
River
Bro
mford L
ane
Tame
River
B-168-L7 Bromford Tunnel
Scale 1:2500
B-170-L3 Bromford Tunnel West Portal
Sheet 5 of 8
Chainage 168+800 to 170+600
B-170-L4 Washwood Heath Retained Cut
0 105 5020
@ 1:500METRES
Birmingham Spur
Rescue Area
Emergency
retained
over River Tame to be
Existing bridge structure
C224-ARP-CV-DPP-040-227300-FPD
Fit for Acceptance
CMLPW
FINAL PRELIMINARY DESIGN
Final Preliminary Design GLW
River bed strengthening slab
Porous Portal Structure
Porous Portal Structure
for FPD 12/11/15 12/11/1512/11/15
PWGLWP01
Baseline AP4 copied and renumbered CML
Fit for Acceptance
06/05/16 06/05/16
SG PCP02
P02
06/05/16
For
Continuation R
efer to Dra
win
g C
224-A
RP-C
V-D
GA-0
40-2
27500-F
PD
Cut
Retained
cover
Cut and
Tunnel
Twin Bored
headhouse
Tunnel portal and
Bromford Central
For
Continuation R
efer to Dra
win
g C
224-A
RP-C
V-D
GA-0
40-2
27100-F
PD
Code 1
- Acc
epted
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