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B
o
x
1
.
5
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1
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5
7
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x
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.
3
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1
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2
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B
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x
1
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2
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1
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x
1
.
2
7
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B
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x
1
.
5
9
m
B
o
x1
.
2
6
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B
o
x
1
.
1
6
m
B
o
x 0
.
9
4
m
B
o
x
1
.
5
9
m
B
o
x
1
.
2
7
m
B
o
x
R
S
R
S
R
S
R
S
R
S
R
S
R
S
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
I
C
G
G
G
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G
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G
G
G
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G
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G G
G
G G
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G G G
G
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GG
G
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G G
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G
G
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G G
G
G
G
G
G
G
G
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G
G
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G
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G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
B
O
X
2
.
7
m
SH
EE
T 8A
SH
EE
T 7B
S
H
E
E
T
8B
S
H
E
E
T
8A
EA - E11B2
EA - E11A2
C
a
d
i
s
h
e
a
d
M
o
s
s
Drain
W
o
r
s
l
e
y
V
i
e
w
F
a
r
m
ASTLEY ROAD OVERBRIDGE
STRUCTURE KEY: 4175
STRUCTURE NO: /M62//37.6//
FTP4 (EB)
1 mile
Ch. 37,400
MS
4
MS
4
M
S
4
INFILL VMS
INFILL VMS
INFILL VMS
Gantry Reference:
Signal spacing:
Signal visibility:
% visible:
Non-visibility:
G11-12
1415m
1150m
81%
265m
Gantry Reference:
Signal spacing:
Signal visibility:
% visible:
Non-visibility:
G11-13
1050m
569m
54%
481m
Gantry Reference:
Signal spacing:
Signal visibility:
% visible:
Non-visibility:
G11-14
613m
613m
100%
0m
SH
EE
T 8A
SH
EE
T 7B
S
H
E
E
T
8B
S
H
E
E
T
8A
T
R
E
E
S
T
R
E
E
S
T
R
E
E
S
T
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E
E
S
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E
S
T
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E
E
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E
S
T
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S
T
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E
E
S
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E
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E
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E
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E
S
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S
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S
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E
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S
T
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E
S
T
R
E
E
S
1
.
2
2
m
B
o
x
1
.
5
6
m
B
o
x
1
.
6
0
m
B
o
x
1
.
2
9
m
B
o
x
1
.
2
1
m
B
o
x
1
.
5
7
m
B
o
x
1
.
3
0
m
B
o
x 1
.
2
8
m
B
o
x
1
.
2
7
m
B
o
x
R
S
R
S R
S
R
S
R
S
R
S
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
M
K
P
T
B
T
B
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G
G G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SH
EE
T 8B
SH
EE
T 8A
S
H
E
E
T
9
A
S
H
E
E
T
8
B
EA - E11A3
D
r
a
i
n
D
ra
in
T
ra
c
k
D
r
a
i
n
2
1
D
r
a
i
n
D
ra
in
S
U
N
N
IN
G
D
A
L
E
D
R
IV
E
S
U
N
N
I
N
G
D
A
L
E
1
3
17
1
5
3
0
4
2
W
a
rd
B
d
y
ASH FARM FOOTBRIDGE
STRUCTURE KEY: 4176
STRUCTURE NO:
/M62//38.10//
F
T
P
4
(E
B
)
2
0
0
C
h
. 3
8
,8
1
0
FTP4 (EB)
400
Ch. 38,610
FTP4 (EB)
600
Ch. 38,410
FTP4 (EB)
800
Ch. 38,210
FTP2 (WB)
400
Ch. 38,500
FTP2 (WB)
600
Ch. 38,700
Westbound Fixed Taper 2
start point chainage 38100
FTP2 (WB)
200
Ch. 38,300
M
S
4
M
S
4
6060 6060
60606060
INTERMEDIATE GANTRY & MS4
INTERMEDIATE GANTRY & MS4
Gantry Reference:
Signal spacing:
Signal visibility:
% visible:
Non-visibility:
G11-15
688m
488m
73%
180m
Gantry Reference:
Signal spacing:
Signal visibility:
% visible:
Non-visibility:
G11-15
1421m
1112m
78%
309m
SH
EE
T 8B
SH
EE
T 8A
S
H
E
E
T
9
A
S
H
E
E
T
8
B
Highway Boundary
Proposed MS4 VMS (Blue is existing to
be retained)
Proposed 3x18 MS3 VMS (Blue is
existing to be retained)
Proposed gantry mounted ADS (Blue is
existing to be retained)
Proposed AMI (Blue is existing to be
retained)
Existing gantry to be retained
Existing foundation to be reused
© CROWN COPYRIGHT AND DATABASE RIGHTS
2018 OS 100030649.
Proposed Gantry
Gantry to be removed
Proposed RCTTM Sign
Proposed verge Traffic Sign
Existing Concrete Barrier
Proposed Concrete Barrier
Proposed Emergency Crossing Point
Drawing Number
Rev
Plot D
ate :
File N
am
e :
Highways England PIN Originator Volume
Location Type Role Number
THIS DOCUMENT HAS BEEN PREPARED PURSUANT TO AND SUBJECT TO THE
TERMS OF AECOM'S APPOINTMENT BY ITS CLIENT. AECOM ACCEPTS NO
LIABILITY FOR ANY USE OF THIS DOCUMENT OTHER THAN BY ITS ORIGINAL
CLIENT OR FOLLOWING AECOM'S EXPRESS AGREEMENT TO SUCH USE, AND
ONLY FOR THE PURPOSES FOR WHICH IT WAS PREPARED AND PROVIDED.
DateApprovedCheckedDrawn
Internal Project No.
Drawing Title
Suffix
By
REVISION DETAILS
Date
APP
Project Title
Client
Suitability
Scale @ A1 Volume
Purpose of issue
Designed
www.aecom.com
Tel:
AECOM Infrastructure & Environment UK Limited
Registered in England Registered number: 880328
Registered office: Midpoint, Alencon Link,
Basingstoke, Hampshire RG21 7PP
Highways England
Client
bmJV
www.wsp.com
Tel:
Major Projects
The Cube
199 Wharfside Street
Birmingham
B1 1RN
WSP
St. Johns House
2-10 Queen Street
Manchester
M2 5JB
0161 832 4542
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION BOX
IT IS ASSUMED THAT ALL WORKS ON THIS DRAWING WILL BE
CARRIED OUT BY A COMPETENT CONTRACTOR WORKING, WHERE
APPROPRIATE, TO AN APPROPRIATE METHOD STATEMENT.
HAZARDS DETERMINED TO BE SIGNIFICANT RISKS RELATING TO THE WORKSASSOCIATED WITH THIS DRAWING ARE IDENTIFIED BELOW. SIGNIFICANT RISKS ARE
THOSE WHICH ARE NOT LIKELY TO BE OBVIOUS, ARE UNUSUAL, OR LIKELY TO BEDIFFICULT TO MANAGE.
CONSTRUCTION
THIS DRAWING IS TO BE USED ONLY FOR THE PURPOSE
OF ISSUE THAT IT WAS ISSUED FOR AND IS SUBJECT TO
AMENDMENT.
FOR MAINTENANCE / OPERATION / DECOMMISSIONING
AND DEMOLITION RISKS SEE PROJECT HEALTH AND
SAFETY FILE.
HE549341
C01
WSP HGN
S0_ZZ_ZZ_Z DR CH 0108
SMART MOTORWAYS
M62 DESIGN & BUILD
J10-12
GENERAL ARRANGEMENT
SHEET 8 OF 12
GZ LC
JA
BJ 13/02/19
60563937 A5
Highways General
STAGE 5 COMPLETE
AECOM
Altrincham, WA15 8FH
179 Moss Lane
AECOM House
M5 3NN
Salford
Exchange Quay 2
33 Trafford Road
Metro
FOR CONSTRUCTION
LC
BJ
13/02/19
LC
BJ
13/02/19
DW
BJ
29/01/19
DW
BJ
02/11/18
TD
BJ
18/07/18
REFER TO SERIES SPECIFIC DRAWINGS FOR CDM RISKS
C:\P
WW
OR
KIN
G\A
EC
OM
_D
S02_U
K-C
LT
\A
RM
3464\D
MS
08331\H
E549341-W
SP
-H
GN
-S
0_Z
Z_Z
Z_Z
-D
R-C
H-0108
14 F
ebruary 2019 08:43:51
+44 (0) 161 927 8200
C01
P04
P03
P02
P01
1:1250
FOR CONSTRUCTION
FOR CONSTRUCTION
FOR INFORMATION
First Issue
0 31.25 62.5
m
1:1250@A1; 1:2500@A3
NOTES
