DO NOT SCALE. IF IN DOUBT ASK. ALL DIMENSIONS IN METRES ...... · DE-SANDING AND DE-SILTING CHAPEL...
Transcript of DO NOT SCALE. IF IN DOUBT ASK. ALL DIMENSIONS IN METRES ...... · DE-SANDING AND DE-SILTING CHAPEL...
![Page 1: DO NOT SCALE. IF IN DOUBT ASK. ALL DIMENSIONS IN METRES ...... · DE-SANDING AND DE-SILTING CHAPEL FIELD ROAD INDICATIVE LOCATION OF FLOOD PROTECTION (A MINIMUM OF 3.4m AOD FOR FLOOD](https://reader034.fdocuments.in/reader034/viewer/2022052408/5f1377f7764110747c59c6b7/html5/thumbnails/1.jpg)
LO
AD
BA
Y
SE
GM
EN
T S
TO
RA
GE
ADDITIONAL SEGMENT STORE.
GROUT
EQUIPMENT
GOXHILL
AGI
SILOS
GANTRY CRANE
(OR TWO CRAWLER CRANES)
RUNNING TRACK FOR
PIPE INSTALLATION
AND COFFERDAM
5.5
00m
3 T
OP
SO
IL S
TO
RA
GE
14,6
00m
3 T
OP
SO
IL S
TO
RA
GE
8m
W
IDE
RU
NN
ING
TR
AC
K F
OR
PIP
E S
TR
ING
ING
34,000m3 SUBSOIL BUND
FOR COFFERDAM
EXCAVATION
42,000m3 TOP SOIL STORAGE
8m
W
IDE
RU
NN
ING
TR
AC
K F
OR
PIP
E S
TR
ING
ING
STORAGE AREA FOR
PIPE STRINGIN
G
OPERATIONS
8m
W
IDE
HA
UL R
OA
D
8m
W
IDE
HA
UL R
OA
D
PROJECT OFFIC
ES
AND WELFARE (L
OCATED ON A
RAISED PLATFORM A MIN
IMUM O
F
3.4 AOD FOR FLOOD PROTECTION)
ARISINGS STORAGE
AND LOADING AREA
CAR PARKING
WASTE AREA (SKIPS
AND BIN
S)
15,9
00m
3 T
OP
SO
IL S
TO
RA
GE
15,8
00m
3 T
OP
SO
IL S
TO
RA
GE
7,7
00m
3 T
OP
SO
IL S
TO
RA
GE
2,2
00m
3 T
OP
SO
IL
ST
OR
AG
E
STOPPLE AND
BYPASS PIT
28,0
00m
3 T
O
P S
O
IL S
TO
RA
G
E
23,9
00m
3
TU
NN
EL A
RIS
ING
S
ST
OR
AG
E
24,5
00m
3 T
OP
SO
IL S
TO
RA
GE
25,9
00m
3
TU
NN
EL A
RIS
ING
S
ST
OR
AG
E
20,8
00m
3
TU
NN
EL A
RIS
ING
S
ST
OR
AG
E
14,6
00m
3
TU
NN
EL A
RIS
ING
S
ST
OR
AG
E
16,4
00m
3
TU
NN
EL A
RIS
ING
S
ST
OR
AG
E
SURFACE AND
DE-WATERIN
G
MANAGEMENT
AREA
SITE
ENTRANCE
SITE EXIT
DR
IVE
PIT
GENERATOR COMPOUND (L
OCATED ON A R
AISED PLATFORM A
MINIM
UM OF 3.4m AOD FOR FLOOD PROTECTIO
N)
DITCH
CROSSING
DITCH
CROSSING
1
2
3
4
5
6
7
8
9
11
10
12
13
14
15
16
17
18
19
20
21
22
23
WORKSHOPS, ELECTRIC
AL ETC (LOCATED O
N A RAISED
PLATFORM A MIN
IMUM O
F 3.4m AOD FOR FLOOD PROTECTION)
SPARES
RAIL STORE
QUARANTINE AREA
DITCH
CROSSING
.
.
GENERATOR COMPOUND A
ND
SEPTIC TANK (L
OCATED ON A
RAISED PLATFORM A MINIM
UM
OF 3.4 AOD FOR FLOOD
PROTECTION)
PIP
E D
UM
P
HYDROTEST EXCLUSION ZONE.
100m RADIUS FROM END OF OUTER
PIPE STRINGS.
23000
22000
750m
3 P
ILLO
W
TA
NK
SU
B S
OIL
BU
ND
EQ
UIP
ME
NT
AN
D
PU
MP
AR
EA
HYDROTEST
EXCLUSION ZONE.
100m RADIUS FROM
END OF OUTER PIPE
STRINGS.
SURFACE AND
DE-WATERIN
G
MANAGEMENT AREA
SU
RF
AC
E A
ND
DE
-W
AT
ER
IN
G
MA
NA
GE
ME
NT
A
RE
A
HYDROTEST
WATER A
REA
SETTLEMENT /
SLURRY TANKS
FILTER PRESS
3,600m3 TOP SOIL
STORAGE BUND
3,600m3 SUB SOIL
STORAGE BUND
19,8
00m
3 T
OP
SO
IL B
UN
D
.
T
OP
SO
IL B
UN
D
DITCH
CROSSING
TRAFFIC
WARDEN
.
TRAFFIC
WARDEN
Running Track
Running Track
Access . Egress
Running Track
R
u
n
n
i
n
g
T
r
a
c
k
Running T
rack
A
c
c
e
s
s
.
E
g
r
e
s
s
Demarcation Fencing
Demarcation Fencing
Ditch Top Of Bank
Ditch Top Of Bank
Ditch Top Of Bank
P
r
o
p
o
s
e
d
1
0
5
0
N
B
P
i
p
e
l
i
n
e
F
r
o
m
P
a
u
l
l
A
G
I
Existing 1050NB Feeder 9 From Paull AGI
Existing 1050NB Feeder 9
GOXHILL
AGI
S
p
o
i
l
S
t
o
r
a
g
e
P
ip
e
C
r
o
s
s
in
g
P
r
o
te
c
tio
n
D
itc
h
M
a
y
N
e
e
d
F
lu
m
in
g
,
C
o
n
tr
a
c
to
r
T
o
A
s
s
e
s
s
A
t
T
im
e
O
f C
o
n
s
tr
u
c
tio
n
Pipe Crossing
Protection
IP17
45° SBR
IP16
5⅝
° SBR
IP18
Connection
Working Platform
Working Platform
Working Platform
Working Platform
HELICOPTER
PAD
6,600m
3 T
OP
S
OIL S
TO
RA
GE
H
750m
3 P
ILLO
W
TA
NK
750m
3 P
ILLO
W
TA
NK
750m
3 P
ILLO
W
TA
NK
750m
3 P
ILLO
W
TA
NK
750m
3 P
ILLO
W
TA
NK
750m
3 P
ILLO
W
TA
NK
PIPE STORAGE AREA
.
VEHICLE C
HECK/HOLDIN
G POINT
TU
NN
EL A
LIG
NM
EN
T
EA
ST
M
AR
SH
R
OA
D
2
3
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
OPERATIONS CABINS
DE-SANDING AND
DE-SILTING
C
H
A
P
E
L
F
I
E
L
D
R
O
A
D
INDICATIVE LOCATION OF
FLOOD PROTECTION (A
MINIMUM OF 3.4m AOD FOR
FLOOD PROTECTION)
TRAFFIC
WARDEN
ADDITIONAL
LAYDOWN AREA
AND LORRY PARK
East Marsh
Paull Holme
Strays
1
2
3
4
5
6
7
8
10
11
13
3
DRAWING NO.
DRAWN
SCALE
ISSUE
TITLE
CHECKED
ORIG SIZE
PROJECT
REVISION
APPROVED
DATE
CLIENT
WARRINGTON OFFICE
6 Bowood Court, Calver Rd, Warrington, WA2 8QZ
T 01925 418333 F 01925 418800
www.capita.co.uk/property
Capita Property and Infrastructure Ltd
BIRMINGHAM OFFICE
Eleven Brindleyplace, 2 Brunswick Square,
Birmingham, B1 2LP
T 0121 423 6060 F 0121 423 6065
EDINBURGH OFFICE
2nd Floor, Elder House, Multrees Walk,
Edinburgh, EH1 3DX
T 0131 460 1200 F 0131 460 1201
Utilities and Industrial
DO NOT SCALE. IF IN DOUBT ASK. ALL DIMENSIONS IN METRES UNLESS OTHERWISE STATED.
12
34
56
78
91
0
A B C D E G H J K L M
A1
SHEET
RIVER HUMBER
GAS PIPELINE REPLACEMENT PROJECT
INDICATIVE GOXHILL SITE LAYOUT
FIGURE 2.4 B
03
1 : 20001 of 1
JN KB NH
12 OCT 15
REFERENCE
KEY PLAN
HUMBER ESTUARY
GOXHILL
PAULL
GOXHILL COMPOUND
A DCO ISSUE JN KB NH 07 APR 15
Close Board Fencing
Legend.
Water management area
Tunnel arisings storage
3m Topsoil Bund
Lighting position
Direction of Lighting
Gantry crane.
Note: Gantry crane can
travel. Lights 15 and 16
pointing down.
Ditch crossing
4m Subsoil Bund
Hardstanding
Tunnel Alignment & New Feeder 9
Security
Heras Fencing
FIR TREE FARM
SPRING FARM
MARSHLANDS COTTAGE
Pipeline crossingPipe Storage Area
Sub Soil
Car Parking Spaces
Helicopter Pad
Proposed Pipeline
from Paull AGI
H
B POST SUBMISSION CHANGES JN KB NH 23 SEP 15
Bird Survey
Field Numbers
Refer to DCO Ref No. 2.2A
for field boundaries
Cathodic Protection
Kiosk Area
B UPDATE AS REQUESTED BY THE EXA JN KB NH 12 OCT 15