route from drayton bassett to hints and weeford - drawing
Post on 26-Dec-2021
2 Views
Preview:
TRANSCRIPT
www.arup.com
T +44(0)121 213 3000 F +44(0)121 213 3001
Solihull, West Midlands B90 8AE
The Arup Campus, Blythe Gate, Blythe Valley Park
Feasibility Study
High Speed 2
Sheet 28 of 33
Plan and Profile
Rail
209742-00
HS2-ARP-00-DR-RW-05028 3.0
As Shown
/ /2212 11 CO
For Coordination
2.0 CLMP
/ /05 0112 CO MP CL
3.0
Post Consultation Route
J:\209000\2
09742-0
0\4 Intern
al Project
Data\4-1
0 P
ost
Consultation Dra
win
gs\0
_Dra
win
gs\H
S2-A
RP-0
0-D
R-R
W-0
5028.d
gn
Approved
Approved
80
80
8080
80
80
80
80
80
8080
80
80
80
80 80
8080
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
80
8080
80
80
80
80
80 8
0
80
80
80
100
100
100
100
100
100
100
100
100
100
100100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100 1
00
100
100
100
100
100
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
140
140
140140
140 1
40
140
140
140
140
140
140
140
140
172+000
173+000
174+000
175+000
176+000
177+000
178+000
179+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
160.0160.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
110.0
120.0
130.0
140.0
150.0
160.0160.0
Chainage
172+800
172+900
173+000
173+100
173+200
173+300
173+400
173+500
173+600
173+700
173+800
173+900
174+000
174+100
174+200
174+300
174+400
174+500
174+600
174+700
174+800
174+900
175+000
175+100
175+200
175+300
175+400
175+500
175+600
175+700
175+800
175+900
176+000
176+100
176+200
176+300
176+400
176+500
176+600
176+700
176+800
176+900
177+000
177+100
177+200
177+300
177+400
177+500
177+600
177+700
177+800
177+900
178+000
178+100
178+200
178+300
178+400
178+500
178+600
178+700
178+800
178+900
179+000
179+100
179+200
Horizontal Alignment L=375.0L=2249.5
L=280.0R=6290.0
L=4022.2
Vertical Alignment L=953.7
G=0.59%
L=331.2
R=56000.0
L=2746.3
G=-0.00%
L=638.2
R=56000.0L=595
.4
G=-1.14%
L=909.7
R=-56000.0
L=2331.2G=0.48%
Existing Level 81.1
81.8
83.6
84.3
84.4
85.9
87.7
90.6
94.3
95.7
95.1
97.6
100.2
103.5
105.8
107.7
109.8
110.8
110.7
105.5
100.1
96.0
97.0
97.0
96.2
96.7
100.0
101.8
100.4
93.7
90.4
92.5
92.6
90.8
94.0
101.3
107.8
110.2
102.5
98.8
97.2
95.1
93.7
90.8
88.5
84.2
85.4
84.9
83.3
80.1
79.7
83.0
94.1
97.3
94.5
95.0
92.4
95.6
95.6
94.8
95.1
97.3
100.8
100.6
99.3
Proposed Level 88.3
88.8
89.4
90.0
90.6
91.2
91.8
92.4
93.0
93.5
94.1
94.4
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.6
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.5
94.4
94.1
93.6
93.0
92.2
91.2
90.0
88.9
87.7
86.6
85.4
84.3
83.2
82.3
81.5
81.0
80.6
80.4
80.4
80.5
80.8
81.3
81.8
82.3
+7.2
+7.0
+5.8
+5.7
+6.2
+5.3
+4.1
+1.8
+0.8
+4.1
+2.0
+1.9
+3.7
+0.5
+0.4
+2.8
+4.5
+8.0
+5.8
+5.1
+5.6
+7.6
+6.9
+2.4
Cut and Fill -1.3
-2.2
-1.0
-3.2
-5.6
-8.9
-11.2
-13.1
-15.2
-16.2
-16.1
-10.9
-5.5
-1.4
-2.4
-2.4
-1.7
-2.2
-5.5
-7.3
-5.9
-6.8
-13.3
-15.7
-8.0
-4.3
-2.7
-0.7
-9.8
-14.1
-12.2
-13.5
-11.4
-15.0
-15.2
-14.4
-14.6
-16.5
-19.5
-18.8
-17.0
Design Speed 350km/h
Ch.1
73714.5
42
TP.9
3.6
30
Ch.1
74045.7
00
TP.9
4.5
95
Ch.1
76791.9
56
TP.9
4.4
79
Ch.1
77430.1
42
TP.9
0.8
16
Ch.1
78025.5
81
TP.8
4.0
05
Ch.1
78935.2
51
TP.8
0.9
88
New Possible Permanent Waggoner’s
Lane Diversion over HS2
Possible Road Closure
New Possible Permanent
Waggoner’s Lane Diversion
over HS2
New Possible Permanent Shirral
Drive Diversion
New Rock Hill
Bridge over HS2
New A5 Bridge
over HS2
New Cranebrook Hill
Bridge over HS2
New HS2 Viaduct over Flood Plain 255m
New HS2 Viaduct overFlood Plain 160m New Possible Permanent Rookery
Lane Diversion under HS2
(Agricultural Underpass)
New Possible Permanent Drayton
Lane and Shirral Lane Diversion over HS2
New HS2 Viaduct over Flood Plain
New A5 Bridge
over HS2
New HS2 Viaduct over Flood Plain
New Rock Hill Bridge
over HS2
New Possible Permanent Rookery
Lane Diversion under HS2
(Agricultural Underpass)
New HS2 RetainingStructure
New Possible Permanent
Drayton Lane and Shirral Lane
Diversion over HS2New Cranebrook Hill
Bridge over HS2
New HS2 Retaining
Structure Possible Road
Closure
PlanScale 1:10000
ProfileScale H 1:10000 V 1:1000
N
For
Continuation R
efer To H
S2-A
RP-D
R-R
W-0
5029
For C
ontin
uatio
n R
efer T
o H
S2-A
RP-D
R-R
W-0
5027
Legend National Parks
Flood Risk Zones
Special Areas of Conservation
Special Protection Areas
National Nature Reserves
Parks and Gardens
Scheduled Ancient Monuments
Historical Battlefields
Listed buildings
Area of Outstanding Natural Beauty
RAMSAR
World Heritage Site
SSSI
A1 A
9
B C D E F G H I J K L M N O P
Drawing No
Drawing Status
Discipline
Scale at A1
Job No
Issue
Drawing Title
Issue Date By Chkd Appd
Job TitleClient
10
8
7
6
5
4
2
1
3
' Arup
' Crown copyright and database rights 2011 Ordnance Survey 10049190
0.040.02 0.030 0.01 0.05 Metres at 1:1 (Scale with caution as distortion can occur)
Railway
Embankment
Highway
Embankment
Highway
Cutting
Railway
Cutting
top related