WILTON INTERNATIONALINDUSTRIAL COMPLEX
PROPOSED CONVERTERSTATION SITE
A174
WILTONSOUTHERN ACCESS
LAZENBY
XPO LOGISTCS
GRAINCO
ENSUS UK
SABIC UKPETROCHEMICALS
LOCATION OF PROPSOSED TEMPORARY ACCESS ROAD.REFER DRAWING 60617518-ACM-XX-00-DR-CE-3002.
PROPOSED NORTHERN ACCESS(REFER DRAWING60617518-ACM-XX-00-DR-CE-2016)
SOUTHWAY
WILTONEASTERN ACCESS
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20
NORTHERN ACCESS ADDED. REVISED REDLINE BOUNDARY.
EP/CGY/CGY
B
26.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
C08.09.20 ADDITIONAL NOTES ADDED EP/CGY/CGY
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\9
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\D
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06
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1.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
SITE LOCATION PLAN
60617518-ACM-XX-00-DR-CE-3001
1:2000 C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
Purpose Of Issue
FOR INFORMATION
N
CONTAINS ORDNANCE SURVEY DATA © CROWN COPYRIGHT AND DATABASE RIGHT 2020
LOCATION PLAN (NOT TO SCALE)
0 50 100
1:2000
m
PLANNING BOUNDARY
PROPOSED TEMPORARY
ACCESS ROAD
REFER TO DRAWING 60617518-ACM-XX-00-DR-CE-3002
FOR GENERAL ARRANGEMENT
2
6
.
0
0
2
6
.
5
0
25.44
25.82
2
6
.
1
7
MKR
26.05
26.12
25.94
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
2
6
.
1
1
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
29.09
29.16
27.11
26.59
26.39
27.39
28.83
27.63
TREES
EXISTING 300mmØ SEMBCORP GAS MAIN
DCO BOUNDARY OF CONVERTER STATION ENABLING WORKS
EXISTING 225mmØ COMBINED SEWER
PROPOSED DIVERTION OF 450mmØSEMBCORP WATER MAIN
PROPOSED 7m WIDE TEMOPARY ACCESS ROAD, WITH 1.5m WIDE FOOTWAY.APPROXIMATELY 15m WIDE CLEAR-FELL ZONE THROUGH EXISTING TREES.
EXISTING WILTON INTERNATIONAL
SECONDARY ENTRANCE ROAD
7m
1,5m
15m
REFER CONVERTER STATIONENABLING WORKS DRAWNIGS
TREES
27.0m
26.5m
27.5m
28.0m
28.0m
28.5m
29.0m
29.5m
PROPOSED FILTER DRAIN.REFER DRAWING 60617518-ACM-XX-00-DR-CE-3007.
APPROXIMATE CONTOUR LINES.NO TOPO SURVEY IN THIS AREA.
LP
Sign
Sign
Sign
Gate
Fence
0102
04
05
06
07
08
09
FOR DETAILS OF PROPOSED JUNCTION,REFER DRAWING60617518-ACM-XX-00-DR-CE-3005.
EXISTING WILTON INTERNATIONAL
SECONDARY ENTRANCE ROAD
10
11
12
PROPOSED LAY-BY
10,5m
03
13
15
14
16
17
20m
12m
12m
SECURITY HUT AND BOOM BARRIER.
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
B
26.08.20 LAY-BY ADDED. REVISED SETTING OUT EP/CGY/CGY
C03.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY
Th
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\JO
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48
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2.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD
GENERAL ARRANGEMENT
60617518-ACM-XX-00-DR-CE-3002
1:250 C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
PLANNING BOUNDARY
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
PROPOSED TEMPORARY
ACCESS ROAD
POINTS EASTING NORTHING NOTES
01 457849.196 520308.264
02 457854.945 520308.379
03 457940.491 520310.085
04 457948.51 520314.386
05 457949.725 520323.403
06 457961.197 520285.976
07 457955.34 520295.818
08 457945.043 520300.833
09 457936.855 520302.178
10 457932.318 520302.712
11 457927.751 520302.83
12
13
14
15
16
17 457844.702 520301.173
SETTING OUT COORDINATES
EXTENT OF REDLINE BOUNDARY
END POINT OF 10m Ø CURVE
EXTENT OF REDLINE BOUNDARY
MID POINT OF 10m Ø CURVE
END POINT OF 10m Ø CURVE
END POINT OF 20m Ø CURVE
MID POINT OF 20m Ø CURVE
END POINT OF 20m Ø CURVE
END POINT OF 50m Ø CURVE
MID POINT OF 50m Ø CURVE
END POINT OF 50m Ø CURVE
END POINT OF 15m Ø CURVE
END POINT OF LAY-BY TAPER
END POINT OF LAY-BY TAPER
END POINT OF LAY-BY TAPER
END POINT OF 20m Ø CURVE
457902.69 520302.33
457890.74 520298.584
457870.767 520298.192
457858.699 520301.452
457858.036 520301.439
END POINT OF LAY-BY TAPER
2
6
.
0
0
2
6
.
5
0
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
26.59
TREES
EXISTING 300mmØ SEMBCORP GAS MAIN
DCO BOUNDARY OF CONVERTER STATION ENABLING WORKS
EXISTING 225mmØ COMBINED SEWER
PROPOSED DIVERTION OF 450mmØSEMBCORP WATER MAIN
7m
REFER CONVERTER STATIONENABLING WORKS DRAWNIGS
27.5m
28.0m
LP
Sign
Sign
Sign
Gate
00
50 100 15
0
LP
Sign
Sign
Sign
10,5m
25
CHAINAGE
EXISTING LEVELS *
PROPOSED LEVELS
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
05.00
0
10.00
0
15.00
0
20.00
0
25.00
0
30.00
0
35.00
0
40.00
0
45.00
0
50.00
0
55.00
0
60.00
0
65.00
0
70.00
0
75.00
0
80.00
0
85.00
0
90.00
0
95.00
0
100.0
00
105.0
00
110.0
00
115.0
00
120.0
00
125.0
00
130.0
00
135.0
00
140.0
00
145.0
00
26.00
9
26.12
0
26.24
1
26.36
1
26.43
8
26.51
2
26.57
7
26.66
9
26.80
3
26.96
2
27.18
0
27.24
6
27.31
3
27.38
2
27.45
0
27.51
9
27.58
3
27.62
0
27.65
7
27.72
4
27.93
0
28.00
0
28.00
0
28.00
0
28.00
1
28.14
8
28.29
5
28.32
3
28.44
6
28.66
8
28.74
5
26.20
26.32
6
26.45
2
26.58
0
26.70
9
26.83
8
26.96
8
27.09
6
27.21
7
27.33
0
27.43
4
27.53
1
27.61
9
27.69
9
27.77
0
27.83
4
27.88
9
27.93
7
27.98
4
28.03
1
28.07
8
28.12
5
28.17
2
28.22
0
28.26
7
G=2.5
0%1:4
0.0 G=2.59%1:38.6
R =22582.929K =225.610L =20.000
G=0.94%1:106.1
R =3038.414K =30.369L =50.000
L=150.000
LONGITUDINAL SECTIONSCALE - HORIZ. 1:250, VERT. 1:250
0.000
EXISTING ACCESS ROAD
* EXISTING LEVELS AFTER CHAINAGE 50m ARE APPROXIMATE ONLY, AND BASED ON LiDAR INFORMATION. NO TOPOGRAPHIC SURVEY INFORMATION FOR THIS AREA.
EXISTING GROUND LEVEL (APPROXIMATE)
PROPOSED ROAD LEVEL
TIE-IN TO EXISTING ACCESS ROAD(LEVELS TO BE CONFIRMED)
AS EXISTING
150.0
00
PROPOSED CONVERTER
STATION HAUL ROAD
TIE-IN TO PROPOSED CONVERTER STATION HAUL ROAD.REFER CONVERTER STATION ENABLING WORK DRAWINGS FOR DETAILS.
EXTENT OF DCO FOR CONVERTER STATION ENABLING WORKS
PROPOSED DIVERSION OF EXISTING450mmØ SEMBCORP WATER MAIN.DEPTH 1.45m Approx.
EXISTING 300mmØ SEMBCORPGAS MAIN. DEPTH 1.5m approx.
EXISTING 225mmØ COMBINEDSEWER. DEPTH tbc
REFER DETAILS
26.07
5
25.95
0
1,45m
PROPOSED DIVERSION OF EXISTING450mmØ SEMBCORP WATER MAIN.DEPTH 1.45m Approx.
PROPOSED ACCESS ROAD
0,75m
1,2m
EXISTING GROUND LEVEL
PROPOSED CROSSING OF WATER MAINSCALE 1:50
PROPOSED ACCESS ROAD EXISTING GROUND LEVEL
1,5m
PROPOSED CROSSING OF GAS MAINSCALE 1:50
EXISTING 300mmØ GAS MAIN.DEPTH 1.5m Approx.
0,8m
1,2m
PROPOSED ACCESS ROAD EXISTING GROUND LEVEL
1,2m
PROPOSED CROSSING OF COMBINED SEWERSCALE 1:50
EXISTING 225mmØ COMBINED SEWER.DEPTH 1.2m Approx.
0,65m
1,1m
POSSIBLE CONCRETEPROTECTION REQUIRED.DETAILS tbc
POSSIBLE CONCRETEPROTECTION REQUIRED.DETAILS tbc
POSSIBLE CONCRETEPROTECTION REQUIRED.DETAILS tbc
350mm Thk. CAPPING LAYER.CLASS 6F1 or 6F2 MTERIAL, ONPROOF ROLLED FORMATION.CAPPING TO BE INCREASED TO650mm Thk. IF CBR VALUE OFSUBGRADE IS <2%.
80mm Thk. HOT ROLLED ASPHALTSURFACE COURSE.
TERRAM GEOTEXTILE LAYER
TEMPORARY ACCESS ROAD CONSTRUCTION
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
B
26.08.20REVISED REDLINE BOUNDARY. LAY-BY ADDED.
EP/CGY/CGY
C03.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY
Th
is d
ra
win
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as b
ee
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re
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d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
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se
d, m
od
ifie
d, re
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ce
d o
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lie
d u
po
n b
y th
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p
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s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
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w. A
EC
OM
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cce
pts n
o re
sp
on
sib
ility, a
nd
d
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s a
ny lia
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ha
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r, to
a
ny p
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at u
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s o
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’s e
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th
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ll m
ea
su
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bta
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ed
fro
m th
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d d
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sio
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Pro
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an
ag
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t In
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ls:
De
sig
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r:
Ch
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d:
Ap
pro
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d:
La
st sa
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d b
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N.P
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FO
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(2
02
0-0
8-2
6) L
ast P
lo
tte
d: 2
02
0-0
9-0
4
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
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_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
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B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
3.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
LONGITUDINAL SECTION
60617518-ACM-XX-00-DR-CE-3003
1:250 C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
PLANNING BOUNDARY
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
PROPOSED TEMPORARY
ACCESS ROAD
0 1.25 2.5
1:50
m
DEPTH OF EXISTING UTILITIES ARE APPOXIMATE ONLY.ALL EXISTING UTILITIES TO BE SITE-CHECKED PRIOR TOCOMMENCEMENT OF WORKS.
2
6
.
0
0
2
6
.
5
0
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
26.59
2
6
.
0
0
2
6
.
5
0
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
26.59
TREES
EXISTING 300mmØ SEMBCORP GAS MAIN
DCO BOUNDARY OF CONVERTER STATION ENABLING WORKS
EXISTING 225mmØ COMBINED SEWER
PROPOSED DIVERTION OF 450mmØSEMBCORP WATER MAIN
7m
REFER CONVERTER STATIONENABLING WORKS DRAWNIGS
27.5m
28.0m
LP
Sign
Sign
Sign
Gate
00
30
00
30
AA
BB
10,5m
EXTENT OFREDLINE BOUNDARY
PROPOSED ACCESS ROAD
FILTER DRAIN
EXISTING 300mmØ GAS MAIN.DEPTH 1.5m Approx.
SECTION A-ASCALE 1:100
1m
VERGE
EXISTING GROUND LEVEL
1.5m
FOOTWAY
EXTENT OFREDLINE BOUNDARY
1:40 CROSSFALL
EXISTINGTREES
EXISTING 225mmØCOMBINED SEWER.DEPTH tbc.
EXTENT OFREDLINE BOUNDARY
EXTENT OFREDLINE BOUNDARY
1m
VERGE
1.5m
FOOTWAYPROPOSED ACCESS ROAD
FILTER DRAIN
1:40 CROSSFALL
EXISTING TREES AND BUSHES TO BE REMOVED ACROSS 15m WIDE CORRIDOR
EXISTINGTREESEXISTING
TREES
SECTION B-BSCALE 1:100
EXISTING GROUND LEVEL
LAY-BY
FILTER DRAIN
FILTER DRAIN
350mm Thk. CAPPING LAYER.CLASS 6F1 or 6F2 MTERIAL, ONPROOF ROLLED FORMATION.CAPPING TO BE INCREASED TO650mm Thk. IF CBR VALUE OFSUBGRADE IS <2%.
80mm Thk. HOT ROLLED ASPHALTSURFACE COURSE.
TERRAM GEOTEXTILE LAYER
TEMPORARY ACCESS ROAD CONSTRUCTION
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
B
26.08.20LAY-BY ADDED. SECTION A-A AMENDED
EP/CGY/CGY
C02.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
ot b
e u
se
d, m
od
ifie
d, re
pro
du
ce
d o
r re
lie
d u
po
n b
y th
ird
p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
ire
d b
y la
w. A
EC
OM
a
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pts n
o re
sp
on
sib
ility, a
nd
d
en
ie
s a
ny lia
bility w
ha
tso
eve
r, to
a
ny p
arty th
at u
se
s o
r re
lie
s o
n th
is d
ra
win
g w
ith
ou
t A
EC
OM
’s e
xp
re
ss w
ritte
n co
nse
nt. D
o n
ot sca
le
th
is d
ocu
me
nt. A
ll m
ea
su
re
me
nts m
ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
La
st sa
ve
d b
y: E
UA
N.P
RO
UD
FO
OT
(2
02
0-0
8-2
6) L
ast P
lo
tte
d: 2
02
0-0
9-0
2
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
RE
_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
C\D
B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
4.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
TYPICAL CROSS SECTIONS
60617518-ACM-XX-00-DR-CE-3004
As shown C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
PLANNING BOUNDARY
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
PROPOSED TEMPORARY
ACCESS ROAD
0 2.5 5
1:100
m
28.0m
EXISTING SIGNBOARD(TO BE RELOCATED)
GATE ACROSS ROAD
EXISTING SIGN(TO BE RELOCATED)
EXISTING SIGN BOARD(TO BE RELOCATED)
EXISTINGLAMP POST
FENCE
EXISTING FOOTWAY
1.3m
EXISTING ACCESS ROAD
8.7m
GIVE WAY SIGN(AS PER DIAGRAM 602IN TSRGD 2016)
"NO LEFT TURN" SIGN FORCONSTRUCTION VEHICLES(AS PER DIAGRAM 613 INTSRGD 2016).
(TO BE CONFIRMED)
28.25m+
28.98m+
28.35m+
28.14m+
28.21m+
APPROXIMATE TIE-IN LEVELS.NO TOPOGRAPHIC SURVEY IN THIS AREA.
NOTES ON SIGNS:
PROPOSED NEW ROAD SIGNS TO BE AS PER'THE TRAFFIC SIGNS REGULATINOS ANDGENERAL DIRECTIONS 2016'.
RELOCATION OF EXISTING SIGN BOARDS TOBE AGREED WITH SEMBCORP.
SLO
W
JUNCTION ROAD MARKINGS LAYOUT.SCALE 1:200
ROAD MARKINGS TO BE AS PER DIAGRAMS IN 'THE TRAFFIC SIGNS REGULATIONS ANDGENERAL DIRECTIONS 2016'.
EXISTING ROAD MARKINGS(APPROXIMATE ONLY)
6
0
0
3
0
0
DIAGRAM1003
3
0
0
DIAGRAM1009
6
0
0
3
0
0
1
0
0
2
7
5
0
3
7
5
0
1
2
5
0
4000
2000
DIAGRAM1023
DIAGRAM 1004
100
DETAIL OF ROAD TIE-IN TOEXISTING CARRIAGEWAY
SCALE 1:20
NEW ROAD CONSTRUCTION
NEW ROAD CONSTRUCTION EXISTING CARRIAGEWAY
EXISTING ROAD CONSTRUCTION TO BE CUTBACK AS SHOWN, TO ALLOW NEW SURFACEAND BINDING COURSES TO BE LAID.
HOT-POUREDBITUMEN SEAL
350mm Thk. CAPPING LAYER.CLASS 6F1 or 6F2 MTERIAL, ONPROOF ROLLED FORMATION.CAPPING TO BE INCREASED TO650mm Thk. IF CBR VALUE OFSUBGRADE IS <2%.
80mm Thk. HOT ROLLED ASPHALTSURFACE COURSE.
TERRAM GEOTEXTILE LAYER
TEMPORARY ACCESS ROAD CONSTRUCTION
500
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20
NOTES ADDED FOR SIGNS. REVISED REDLINE BOUNDARY.
EP/CGY/CGY
B
26.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
C03.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
ot b
e u
se
d, m
od
ifie
d, re
pro
du
ce
d o
r re
lie
d u
po
n b
y th
ird
p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
ire
d b
y la
w. A
EC
OM
a
cce
pts n
o re
sp
on
sib
ility, a
nd
d
en
ie
s a
ny lia
bility w
ha
tso
eve
r, to
a
ny p
arty th
at u
se
s o
r re
lie
s o
n th
is d
ra
win
g w
ith
ou
t A
EC
OM
’s e
xp
re
ss w
ritte
n co
nse
nt. D
o n
ot sca
le
th
is d
ocu
me
nt. A
ll m
ea
su
re
me
nts m
ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
La
st sa
ve
d b
y: E
UA
N.P
RO
UD
FO
OT
(2
02
0-0
8-2
6) L
ast P
lo
tte
d: 2
02
0-0
9-0
4
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
RE
_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
C\D
B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
5.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
PROPOSED JUNCTION WITH
EXISTING ACCESS ROAD
60617518-ACM-XX-00-DR-CE-3005
1:250 C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
PLANNING BOUNDARY
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
PROPOSED TEMPORARY
ACCESS ROAD
0 5 10
1:200
m
N
2
6
.5
0
2
6
.
5
1
2
6
.
2
8
2
6
.
9
6
2
6
.
6
7
2
6
.
8
2
2
6
.
8
8
2
6
.
9
7
2
7
.
1
4
2
7
.
4
9
2
7
.
4
6
2
7
.
1
9
2
7
.
1
4
2
6
.
8
6
2
6
.
9
6
M
K
R
2
6
.
4
3
2
6
.
4
6
2
6
.
1
9
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
2
6
.
4
6
2
6
.
6
7
2
6
.
5
8
2
6
.
8
7
2
7
.
4
8
2
9
.
0
9
7
m
27.0m
26.5m
27.5m
28.0m
28.0m 28
.5m
29.0m
29.5m
GATE ACROSS ROAD
EXISTING SIGN
EXISTING SIGN BOARD(TO BE RELOCATED)
EXISTING LAMP POST
EXISTING FOOTWAY
8
,
7
m
EXISTING WILTON INTERNATIONAL
SECONDARY ENTRANCE ROAD
WILTON INTERNATIONALGATEHOUSE
4
,
5
m
PALISADE FENCE (2m HIGH)
PALISADE FENCE (2m HIGH)
TREES
NOTE:EXISTING INFORMATION BASED ON ORDNANCE SURVEYMASTERMAP MAPPING, AND APPROXIMATE ONLY.NO TOPOGRAPHIC SURVEY AVAILABLE.
EXISTING WILTON INTERNATIONAL
SECONDARY ENTRANCE ROAD
POST & RAIL FENCE (1.5m HIGH)
TREES
DESIRED VISIBILITY SPLAY (4.5m x 43m) ACHIEVABLE,PROVIDING EXISTING SIGN BOARD IS REMOVED/RELOACTED.
EXISTINGSIGN BOARD
DESIRED VISIBILITY SPLAY (4.5m x 43m) ACHIEVABLE, PROVIDINGEXISTING SIGN BOARDS ARE REMOVED/RELOACTED.
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20SPALYS AMENDED BASED ON CLIENT ADVICE
EP/CGY/CGY
B
25.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
C03.09.20 REVISED ROAD LAYOUT EP/CGY/CGY
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
ot b
e u
se
d, m
od
ifie
d, re
pro
du
ce
d o
r re
lie
d u
po
n b
y th
ird
p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
ire
d b
y la
w. A
EC
OM
a
cce
pts n
o re
sp
on
sib
ility, a
nd
d
en
ie
s a
ny lia
bility w
ha
tso
eve
r, to
a
ny p
arty th
at u
se
s o
r re
lie
s o
n th
is d
ra
win
g w
ith
ou
t A
EC
OM
’s e
xp
re
ss w
ritte
n co
nse
nt. D
o n
ot sca
le
th
is d
ocu
me
nt. A
ll m
ea
su
re
me
nts m
ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
La
st sa
ve
d b
y: E
UA
N.P
RO
UD
FO
OT
(2
02
0-0
8-2
5) L
ast P
lo
tte
d: 2
02
0-0
9-0
4
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
RE
_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
C\D
B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
6.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
VISIBILITY SPLAYS
60617518-ACM-XX-00-DR-CE-3006
1:250 C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
4.5m x 43m VISIBILITY SPLAY
1. FOR PROPOSED ACCESS GENERAL ARRANGEMENT, REFERDRAWING 60617518-ACM-XX-00-DR-CE-3002..
2. DESIRED VISIBILITY DISTANCES ARE BASED ON GUIDANCE FROMSCP TRANSPORT TRAFFIC CONSULTANTS.
DESIRED VISIBILITY SPLAY -4.5m (x-distance) x 43m (y-distance)
PLANNING BOUNDARY
PROPOSED TEMPORARY ACCESS
ROAD
2
6
.
0
0
2
6
.
5
0
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
26.59
2
6
.
0
0
2
6
.
5
0
25.60
25.85
26.25
26.51
26.28
2
6
.
9
6
2
6
.
6
7
26.82
26.88
26.97
2
7
.
1
4
2
7
.
4
9
27.46
27.19
27.14
2
6
.
8
6
2
6
.
9
6
MKR
26.43
26.12
2
6
.
4
6
2
6
.
2
7
25.97
26.19
2
7
.
0
1
2
6
.
9
0
2
6
.
6
9
2
6
.
6
0
26.46
26.67
26.58
26.87
27.48
26.59
TREES
EXISTING 300mmØ SEMBCORP GAS MAIN
DCO BOUNDARY OF CONVERTER STATION ENABLING WORKS
EXISTING 225mmØ COMBINED SEWER
PROPOSED DIVERTION OF 450mmØSEMBCORP WATER MAIN
7mREFER CONVERTER STATION
ENABLING WORKS DRAWNIGS
27.5m
28.0m
LP
Sign
Sign
Sign
Gate
CATCHPIT MANHOLECL 28.10mIL 27.10mCATCHPIT MANHOLE
CL 27.60mIL 26.45m
PROPOSED FILTER DRAIN ON HIGH SIDE OF ROAD.FOR TYPICAL CROSS-SECTION, REFER DRAWING60617518-ACM-XX-00-DR-CE-3004.
CATCHPIT MANHOLECL 26.45mIL 25.60m
CATCHPIT MANHOLECL 28.35mIL 27.35m
CATCHPIT MANHOLECL 26.80mIL 25.97m
CATCHPIT MANHOLECL 27.20mIL 26.15m
CATCHPIT MANHOLECL 27.70mIL 26.64m
10,5m
CATCHPIT MANHOLECL 28.15mIL 27.15m
CATCHPIT MANHOLECL 27.45mIL 26.45m
CATCHPIT MANHOLECL 26.70mIL 26.05m
150mmØ INCOMING PIPE.
500mmØ SUMP MANHOLEWITH 350mm SUMP.
150mmØ OUTGOING PIPE.
150mm CONCRETE GRADEC20/25 STANDARD SURROUND
TYPICAL 500mmØ CATCHPIT MANHOLESCALE 1:25
600
PIPE BEDDING
200mm GRAVEL
150Ø PERFORATED PIPE(PERFORATIONS LAID UPWARDS).REFER LAYOUT FOR IL.
TYPE B FILTER MATERIAL TO CLAUSE 505OF THE HIGHWAY SPECIFICATION.
TERRAM 1000 PERMEABLE MEMBRANE,OR EQUAL APPROVED.
TYPICAL FILTER TRENCHSCALE 1:25
VARI
ES
350
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
A
17.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY
B
26.08.20LAY-BY ADDED. DRAINAGE AMENDED TO SUIT.
EP/CGY/CGY
C02.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
ot b
e u
se
d, m
od
ifie
d, re
pro
du
ce
d o
r re
lie
d u
po
n b
y th
ird
p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
ire
d b
y la
w. A
EC
OM
a
cce
pts n
o re
sp
on
sib
ility, a
nd
d
en
ie
s a
ny lia
bility w
ha
tso
eve
r, to
a
ny p
arty th
at u
se
s o
r re
lie
s o
n th
is d
ra
win
g w
ith
ou
t A
EC
OM
’s e
xp
re
ss w
ritte
n co
nse
nt. D
o n
ot sca
le
th
is d
ocu
me
nt. A
ll m
ea
su
re
me
nts m
ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
La
st sa
ve
d b
y: E
UA
N.P
RO
UD
FO
OT
(2
02
0-0
8-2
6) L
ast P
lo
tte
d: 2
02
0-0
9-0
2
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
RE
_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
C\D
B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
7.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD
- PROPOSED DRAINAGE
60617518-ACM-XX-00-DR-CE-3007
As shown C
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
PLANNING BOUNDARY
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
PROPOSED TEMPORARY
ACCESS ROAD
PROPOSED FILTER DRAIN
PROPOSED CATCHPIT MANHOLE
27.5m
28.0m
EXISTINGLAMP POST
EXISTING FOOTWAY
8.7m
NOTE:EXISTING INFORMATION BASED ON ORDNANCE SURVEYMASTERMAP MAPPING, AND APPROXIMATE ONLY.NO TOPOGRAPHIC SURVEY AVAILABLE.
EXISTING ROAD MARKINGS SHOWN INDICATIVELY ONLY.
27.5m
28.0m
28.5m
EXISTINGLAMP POST
EXISTING FOOTWAY
8.7m
NOTE:EXISTING INFORMATION BASED ON ORDNANCE SURVEYMASTERMAP MAPPING, AND APPROXIMATE ONLY.NO TOPOGRAPHIC SURVEY AVAILABLE.
EXISTING ROAD MARKINGS SHOWN INDICATIVELY ONLY.
Rev Date Description
ISSUE/REVISION
Drn/Chk/Appr
Th
is d
ra
win
g h
as b
ee
n p
re
pa
re
d fo
r th
e u
se
o
f A
EC
OM
’s clie
nt. It m
ay n
ot b
e u
se
d, m
od
ifie
d, re
pro
du
ce
d o
r re
lie
d u
po
n b
y th
ird
p
artie
s, e
xce
pt a
s a
gre
ed
b
y A
EC
OM
o
r a
s re
qu
ire
d b
y la
w. A
EC
OM
a
cce
pts n
o re
sp
on
sib
ility, a
nd
d
en
ie
s a
ny lia
bility w
ha
tso
eve
r, to
a
ny p
arty th
at u
se
s o
r re
lie
s o
n th
is d
ra
win
g w
ith
ou
t A
EC
OM
’s e
xp
re
ss w
ritte
n co
nse
nt. D
o n
ot sca
le
th
is d
ocu
me
nt. A
ll m
ea
su
re
me
nts m
ust b
e o
bta
in
ed
fro
m th
e sta
te
d d
im
en
sio
ns.
Pro
je
ct M
an
ag
em
en
t In
itia
ls:
De
sig
ne
r:
Ch
ecke
d:
Ap
pro
ve
d:
La
st sa
ve
d b
y: E
UA
N.P
RO
UD
FO
OT
(2
02
0-0
8-0
4) L
ast P
lo
tte
d: 2
02
0-0
8-1
1
File
na
me
: Z
:\U
KI\U
KE
DI1
\JO
BS
\P
R-4
48
66
0_
TS
A_
OF
FS
HO
RE
_C
AB
LE
_R
OU
TE
\9
00
_C
AD
_G
IS
\9
10
_C
AD
\D
C\D
B\6
06
17
51
8-A
CM
-X
X-0
0-D
R-C
E-3
00
8.D
WG
IS
O A
1 5
94
mm
x 8
41
mm
Notes
Consultant
Client
Project
Aecom
Sheet Title
Sheet Number
Key Plan
Project Number
Scale: Rev:
EP
CG
YC
GY
DOGGER BANK C & SOFIA
OFFSHORE WIND FARMS -
ONSHORE CONVERTER
STATION ENABLING WORKS
60617518
SOUTHERN ACCESS ROAD -
VEHICLE TRACKING
60617518-ACM-XX-00-DR-CE-3008
1:250
1 Tanfield
Edinburgh
EH3 5DA
United Kingdom
Fax +44 (0)131 301 8699
Tel +44 (0)131 301 8600
www.aecom.com
Purpose Of Issue
FOR INFORMATION
N
0
m
6.25 12.5
1:250
NOTE:
THIS DRAWING IS FOR PLANNING PURPOSES
0
m
6.25 12.5
1:250
N