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.

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x

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.

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B

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S

R

S

R

S

R

S

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S

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S

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M

K

P

M

K

P

M

K

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M

K

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M

K

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M

K

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M

K

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M

K

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M

K

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G

G

G

G

G

G

G

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G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

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G

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G

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GG

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

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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

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

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E

E

S

T

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E

E

S

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R

E

E

S

T

R

E

E

S

T

R

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E

S

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R

E

E

S

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E

E

S

T

R

E

E

S

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E

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S

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E

E

S

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E

E

S

T

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E

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S

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E

E

S

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S

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E

E

S

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S

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E

E

S

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E

S

T

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E

E

S

1

.

2

2

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B

o

x

1

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5

6

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B

o

x

1

.

6

0

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B

o

x

1

.

2

9

m

B

o

x

1

.

2

1

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B

o

x

1

.

5

7

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B

o

x

1

.

3

0

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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

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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

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

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N

N

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G

D

A

L

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D

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IV

E

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U

N

N

I

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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