W912HV-18-R-0006-Am0006_Revised_Drawings.pdf
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OUT 4
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-34
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
GENERAL PLAN
SCALE: 1:500
G E
N E
R A
L
P
L A
N
G-003
Y F
P G
D
W G
ALL DIMENSIONS SHOWN IN CALLOUT/NOTES
ARE IN METERS UNLESS OTHERWISE NOTED.
A1
PLAN NORTH
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I L
E
N
A M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
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S
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N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
R
V I C
E S
I N
C
B
S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
S
C
U P
G R
A D
E
F
U E
L
W
H A
Y
K
O S
E
N A
V S
E
G
I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
DOCK HOUSE
EXISTING
WHARF
EXISTING
WHARF
EXISTING
FUEL PIER
FIRE PUMP STATION
OIL STORAGE TANK
GENERATOR
ROOM
SMALL BOAT
HARBOR
BERTHING
DOLPHIN
BD-1
BERTHING
DOLPHIN
BD-2
LOADING
PLATFORM
CATWALK
CW-1
CATWALK
CW-2
CATWALK
CW-3
CATWALK
CW-4
CATWALK
CW-5
GANGWAY
CONCRETE
FLOATING DOCKS
1. SEE SHEET NO. GC004 FOR PROJECT LIMITS AND
COORDINATES.
NOTES:
20m0 10
1:500
FUTURE HOST NATION PROJECT
SEE SHT. NO. GC003
J
K
H O
U R
I
R
M
A S
T
R
K
A U
L
J
K
H O
U R
I
U
P D
A T
C
K G
R O
U N
D
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x φ
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E
N
T
R
A
N x
E U x
E U x
E U x
EU
xEU xEU x
EU
x
EU
x
EU
x
EU
x
EU
xEU xEU x
E
N
T
R
A
N
T
R
A
N
C
E
E x E x E x
E x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x
E x
22 23
9336.492 20109.268
9273.214 20160.557
9324.986 20099.503
9621.215 19908.417
9469.044 19876.232
9495.536 19901.943
9518.792 19857.688
9526.629 19905.161
9536.578 19836.703
9506.947 19888.480
9416.018 20005.008
9456.256 19957.700
9461.947 19962.540
9382.820 19977.319
9332.122 20249.498
9490.965 19890.519
9359.999 20129.220
9241.085 20172.134
9505.267 19911.431
9372.205 20067.122
9395.731 20087.062
9312.344 20088.773
9284.675 20170.243
9472.699 19872.556
9528.153 19930.8289367.088 20062.875
9348.048 20046.722
9402.651 20020.817
9386.380 20007.143
9378.274 19982.770
9546.770 19881.394
PT NO. NORTHING EASTING
9484.800 19981.975
9395.093 19996.864
COORDINATES TABLE
PT NO. NORTHING EASTING
W x
W x
W x
W x
WxWxWx
W x
W x
W x
W x
W x
W x
W x
W x
WxWxWx
W x
W x
W x
Y
Y
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
E
M
H
E U x
E U x
E U x
E U x
E U x
E U x
EU
x
EU
xEU x
EU
x
EU
xEU x
EU
x
EU
x
EU
x
EU
x
EU
x
EU
xEU x
EU
x
EU
xEUx
E
M
H
E
N
T
R
A
N
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
L
P
L
P
L
P
L
P
L
P
C
O
N
C
R
E
T
E
P
O
L
E
PROJECT SITE CONSTRAINTS PLAN
SCALE: 1 : 800
GC004
Y F
P G
C
D
W G
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
C1
PLAN NORTH
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I L
E
N
A M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
R
V I C
E S
I N
C
S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G
I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
P R
O J E
T
E
C
O N
S T
R A
I N
A
N
1 CONSTRUCTION LIMITS. CONTRACTOR SHALL CONTAIN ALL PHYSICAL
CONSTRUCTION WITHIN LIMITS SHOWN HEREON.
2 WATERBORNE EQUIPMENT WORK LIMITS. THIS AREA IS WITHIN THE LIMITS OF
ZONE A AND ZONE B. ZONE A IS RESTRICTED TO USFJ VESSELS ONLY. ZONE
B IS RESTRICTED TO USFJ VESSELS ONLY, HOWEVER, NON-USFJ VESSEL
PASSAGE IS PERMITTED. NO FISHING, DIVING OR STOPPING PERMITTED.
NON-USFJ VESSELS SHALL MAINTAIN A 100m CLEARNCE FROM USFJ
VESSELS. CONTRACTOR MAY OCCUPY THIS AREA WHILE USING WATER
BORNE EQUIPMENT. CONTRACTOR MAY NOT STORE EQUIPMENT WITHIN
THIS AREA.
3 WATERBORNE EQUIPMENT STORAGE AREA. CONTRACTOR SHALL STORE ALL
WATERBORNE EQUIPMENT WITHIN THESE AREAS WHEN EQUIPMENT IS NOT
IN USE.
4 CONTRACTOR FIELD OFFICE, LAYDOWN AND MATERIAL STORAGE AREA.
CONTRACTOR IS LIMITED TO THIS AREA ON THE EXISTING WHARF FOR FIELD
OFFICE, MATERIAL LAYDOWN AND STORAGE OF EQUIPMENT AND MATERIALS.
CONTRACTOR MAY USE BARGES FOR ADDITIONAL STORAGE. SEE FIELD
OFFICE, LAYDOWN AND MATERIAL STORAGE AREA OPERATIONAL CRITERIA
NOTES AND SEE DETAIL "A4" HEREON.
5 WATERSIDE ACCESS RAMP TO FIELD OFFICE, LAYDOWN & STORAGE AREA.
6 FUTURE HOST NATION PROJECT LOCATION JFIP PROJECT NA834D. EXPECTED
CONSTRUCTION DATES APRIL 2020 TO APRIL 2023. CONTRACTOR SHALL
COORDINATE OPERATIONS WITH NA834D CONTRACTOR.
7 EXISTING LCAC BASE FLOATING DOCK. CONTRACTOR SHALL AT NO TIME
DISRUPT OPERATIONS TO THE DOCK.
8 EXISTING LCAC BEACHING APPROACH. CONTRACTOR SHALL AT NO TIME
ENCROACH OR INTERFERE WITH APPROACHING LCAC.
9 PIPELINE WORK ZONE CORRIDOR. CONTRACTOR SHALL AT NO TIME
RESTRICT ACCESS TO BASE FACILITIES OR OPERATIONS.
10 LANDSIDE ACCESS, SEE SHEET NO. GC-005.
11 CONTRACTOR MAY TRANSIT THROUGH, BUT MUST KEEP CLEAR AT ALL TIMES
AREA NORTH OF EXISTING STORAGE TANK.
12 FIELD OFFICE TEMPORARY POWER CONNECTION LOCATION. LOCATED AT
H-TYPE POLE MOUNTED XFMR-3 PHASE AND SINGLE PHASE.
13 FIELD OFFICE TEMPORARY WATER CONNECTION AVAILABLE AT EXISTING POL
OPERATIONS BUILDING.
SITE CONSTRAINT LEGEND AND NOTES:
1. ELECTRICAL POWER AND WATER SUPPLY ARE AVAILABLE TO THE CONTRACTOR AT
PREVAILING RATES FOR DURATION OF CONSTRUCTION. CONNECTION POINTS ARE SHOWN
ON THIS DRAWING. CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF POWER
AND WATER FROM THE CONNECTION POINTS TO THE FIELD OFFICE LOCATION.
CONTRACTOR SHALL COORDINATE AND SUBMIT A PLAN FOR BOTH POWER DISTRIBUTION
AND WATER CONNECTION TO FIELD OFFICE PRIOR TO INSTALLATION. PLAN SHALL BE SIGNED
AND SEALED BY A REGISTERED ENGINEER.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING AND SECURITY OF THE FIELD OFFICE,
LAYDOWN AND MATERIAL STORAGE AREA FOR DURATION OF CONSTRUCTION.
3. CONTRACTOR MAY USE THE WATER SIDE ACCESS RAMP FOR ACCESS OF SMALL WATER
CRAFT.
4. CONTRACTOR SHALL NOT IMPOSE CRANE OUTRIGGER LOADS ON EXISTING SERVICE DUCT
TRENCHES.
5. LOAD CAPACITY WITHIN EXISTING WHARF AND EXISTING FUEL PIER: 1.5 TN/m²
6. CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY A REGISTERED
ENGINEER TO VERIFY THAT THE CAPACITY OF THE EXISTING WHARF IS NOT EXCEEDED BY
THE FIELD OFFICE, EQUIPMENT AND MATERIAL WITHIN THE LAYDOWN AND STORAGE AREA.
7. SEE GC005 AND GC006 FOR ADDITIONAL LAYDOWN AND MATERIAL STORAGE AREA OPTIONS.
FIELD OFFICE, LAYDOWN & MATERIAL STORAGE
AREA OPERATIONAL CRITERIA NOTES:
DOCK HOUSE
EXISTING WHARF
EXISTING FUEL PIER
SMALL
BOAT
HARBOR
BERTHING
DOLPHIN BD-2
LOADING
PLATFORM
CATWALK
CW-1
CATWALK
CW-2
CATWALK
CW-3
CATWALK
CW-4
CATWALK
GANGWAY
CONCRETE
FLOATING DOCK
EXISTING WHARF
BERTHING
DOLPHIN
BD-1
BEGIN
END
SASEBO BAY
NOTE: TOPOGRAPHIC COORDINATE SYSTEM IS THE JAPAN GEODETIC
DATUM (JGD) 2011, ZONE 1 AND IS IN INTERNATIONAL METRIC UNITS.
FIELD OFFICES, LAYDOWN & MATERIAL STORAGE AREA
OUTSIDE BOUNDARY OF RESTRICTED WATER
AREA ZONE A - SEE SITE CONSTRAINT NOTE 2
SCALE: 1 : 500
A4
DETAIL "A" LEGEND:
1 CONTRACTOR'S FIELD OFFICE
2 GOVERNMENT FIELD OFFICES
3 PORTABLE RESTROOMS - 5 TOTAL
4 POV PARKING - 20 SPACES
5 ACCESS ROAD LOCATION
6 LAYDOWN & MATERIAL STORAGE AREA
7 CONTRACTOR'S WORKING BARGES
8 WATERSIDE ACCESS TO FIELD OFFICES,
LAYDOWN AND STORAGE AREA
7 7
1 2
AREA = 360 SQ METERS
ZONE A
ZONE B
ZONE A
ZONE B
WAVE BREAKER
WALL
EXISTING
WHARF
0 20 40m
1:800
20m0 10
1:500
FUTURE HOST NATION
PROJECT LOCATION
WATER
POC
ELEC
POC
EXISTING
STORAGE
TANK
J
K
H O
U R
I
R
M
A S
T
R
K
A U
L
J
K
H O
U R
I
1 FUELING OPERATIONS AT THE YOKOSE FUEL WHARF WILL CEASE DURING ACTIVITY
CONSTRUCTION PERFORMANCE PERIOD.
GENERAL SITE CONSTRAINT NOTES:
R
E V
I S
T
V
I S
O
R D
I N
A T
E
V
I S
E Q
U I P
S
T O
R A
E
D
T
E
C
O N
S T
N
O
E V
I S
T
E
W350 H250
M
H
T
M
H
W
V
W φ φ
F
I
R
E φ
W H φ
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
E
M
H
E
M
H
G
R
O
U
N
D
T
M
H
E
M
H
E
N
T
R
A
N
H
E
M
H
G
R
O
U
N
D
G
R
O
U
N
D
E
M
H
G
R
O
U
N
D
W
V
W
V
W
V
W
V
W
V
W
V
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
V
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
D
M
H
D
M
H
T
O
OUT 4
.6
S
M
H
T
E
P
E
P
E
P
E
P
E
P
C
O
N
C
R
E
T
E
P
O
L
E
E x
E x
F
F
F
F
F
F
F
F
F
F
F
F
F
F
-1
-1
-2
-3
-4
-5
-6
-7
-8
-9
-12
-1
-1
-18
-28
-1
-2
-3
-4
-15
-2
M
M φ
G
R
O
U
N
D
C
O
A
C
B
O
L
L
A
R
D
T
K
B
M
D
L m
E
P
B
O
L
L
A
R
D
E
N
T
R
A
N
C
E
E x
E x
E x
E x
E x E x E x
E x
E x
E x
E x E x
E x
E x
E x
E x
E x
E x E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x
-4
-6
-7
-8
-9
-12
-2
-2
-2
-2
-2
-28
-2
CW-5
SITE PLAN
SCALE: 1:300
S I T
E
P
L A
N
CS101
Y F
P C
S D
W G
ALL DIMENSIONS SHOWN IN CALLOUT/NOTES
ARE IN METERS UNLESS OTHERWISE NOTED.A1
PLAN NORTH
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
DOCK
HOUSE
EXIST PIPE
TRENCH
E X
I S
T
P
I P
E
T R
E N
C H
E
X
I
P
E
T
R
E
N
C
H
EXIST PIPE
TRENCH
CATWALK
CATWALK
EXISTING
WHARF
CATWALK
BERTHING
DOLPHIN BD-2
LOADING
PLATFORM
CATWALK
BERTHING
DOLPHIN
BD-1
EXISTING
WHARF
EXISTING
CATWALK
EXISTING
FUEL PIER
SASEBO BAY
MARINE
LOADING
ARM (TYP)
BLDG
6200898
FLANGE
CONN BOX
BLDG
6200946
BLDG
6200916
BLDG
6200911
BLDG
6200910
BLDG T801
BLDG
6200944
APPROXIMATE LIMITS OF CIVIL
WORK FOR WATERLINES
EXISTING
CATWALK
NOTES:
1. WATER DEPTHS SHOWN ON THIS PLAN ARE IN METERS BELOW
LOWEST LOW WATER LEVEL.
2. FOR PROJECT LIMITS AND COORDINATES, SEE SHEET NO. GC004.
3. SEE WHARF SITE PLAN, SHEET NO. CS102 FOR DIMENSIONS AND
TIE-INS.
SMALL BOAT
HARBOR
GANGWAY
CATWALK
CONCRETE
FLOATING
DOCK
FOR WATERLINES SEE
SHEET NO. MP-104
WAVE
BREAKER
WALL
0 10m5
1:300
OIL BOOM
REEL
NEW CONCRETE
PAVEMENT (TYP)
NEW CONCRETE
PAVEMENT (TYP)
OIL BOOM
GUIDE RAIL
J
K
H O
U R
I
R
M
A S
T
R
K
A U
L
J
K
H O
U R
I
U
P D
A T
C
K G
R O
U N
D
WxW
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
M
M
M
M
M
M
M
W
W350 H250
M
H
Y
Y
Y
M
T
M
H
W
V
W φ φ
F
I
R
E φ
W H φ
M
M
M
M
M
W x
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
W x
Wx
W x
W x
Wx
Wx
W x
Wx
Wx
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
G
R
O
U
N
D
E
M
H
E
M
H
LIFE RING
G
R
O
U
N
D
T
M
H
E
M
H
E
N
T
R
A
N
H
E
M
H
E
M
H
E U x
E U x
E U x
E U x
E U x
EU
x
EU
x
EU
x
EU
xEU xEU xEUx
EU
x
EU
x
EU
x
EU
x
EU
x
EU
x
E
M
H
E
N
T
R
A
N
O
U
N
D
G
R
O
U
N
D
E
M
H φ
G
R
O
U
N
G
R
O
U
N
D
W
V
W
V
W
V
W
V
W
V
W
V
LIFE RING
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
B
O
L
L
A
R
D
F
F
F
F
F
F
B
O
L
L
A
R
D B
O
L
L
A
R
D
B
O
L
L
A
C
O
A
C
L
P
L
P
L
P
L
P
L
P
L
P
L
P L
P
L
P
L
P
L
P
M
B
O
L
L
A
R
D
W
V
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
D
M
H
D
M
H
T
O
OUT 4.63
S
M
H
T
E
P
E
P
E
P
E
P
E
P
E
P
B
O
L
L
A
R
D
E
N
T
R
A
N
C
E
E
P
E x E x
E x
E x
E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x E x
E x
E x
E x
E x
E x
E x
E x
C
O
N
C
R
E
T
E
P
O
L
E
E x
F
F
F
F
F
F
F
-1
-1
-2
-3
-4
-5
-6
-7
-8
-9
-12
-1
-1
-18
-2
-28
-30
-31
-32
-3
-36
-2
-24
-3
-33
-34
-35
-3
-1
-2
-3
-4
-15
-2
-3
-3
-3
-4
-6
-7
-8
-9
-12
-2
-2
-2
-2
-2
-2
-2
-3
-31
-32
-3
-34
21.500 21.500
24.860
15.800
CW-5
GANGWAY
STEEL PILE
CONCRETE
FLOATING
DOCK
WAVE BREAKER
33.00012.000 12.000 2.000
S-103 S-104 S-105
S-102/S-106
EXISTING WHARF
EXISTING
FUEL PIER
S-101
S-107
BD-2
C
W
CW-3
CW-2
BD-1
LOADING
PLATFORM
C
W
12.000
SMALL BOAT
HARBOR
M
R
EXISTING WHARF
CS102
H E
K
A
N
W H
A R
F
S
T R
U C
T U
R A
L
S
I T
E
P
L A
N
Y F
P C
S D
J
K
H O
U R
I
E
L A
N D
A S
R
M
A S
T
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
PLAN NORTH
ABBREVIATIONS:
BD-1 BERTHING DOLPHIN 1
CW-1 CATWALK 1
D E
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C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
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H N
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A L
S
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V I C
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F Y
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A1
WHARF STRUCTURAL SITE PLAN
SCALE: 1:600
0 10 20m
1:600
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S
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F
F
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F
-1
-1
-2
-3
-4
-5
-6
-7
-8
-9
-12
-1
-1
-18
-2
-28
-30
-31
-32
-3
-36
-2
-24
-3
-33
-34
-35
-3
-1
-2
-3
-4
-15
-2
-3
-3
-3
-4
-6
-7
-8
-9
-12
-2
-2
-2
-2
-2
-2
-2
-3
-31
-32
-3
-34
GANGWAY
BERTHS FOR
SMALL BOATS
CONCRETE
FLOATING
DOCK
WAVE BREAKER
EXISTING WHARF
EXISTING
FUEL PIER
EXISTING WHARF
MP-1
MP-8
MP-9
MP-10
100 TN MOORING
BOLLARD (EX)
FLOATING OIL BOOM
(INDICATIVE, SHOWN DEPLOYED)
FLOATING OIL BOOM
C LOADING MANIFOLD
L
AOE-6
HANDY SIZE
FUEL BARGE
MP-2
MP-3
MP-4
MP-5
MP-6
MP-7
FLOATING
OIL BOOM
C
W
BD-1
CW-2
LOADING
PLATFORM
CW-3
BD-2
C
W
SMALL
BOAT
HARBOR
OIL BOOM REEL
CATWALK
OIL BOOM GUIDE RAIL
CS103
O R
I N
G
L
A Y
O U
T
P
L A
N
Y F
P C
S D
J
K
H O
U
L A
N D
A S
R
M
A S
T
LEGEND:
FENDER
100 METRIC TON BOLLARD
OIL BOOM REEL
GUIDE ROLLER FOR
OIL BOOM
FLOATING OIL BOOM
10 M x 3 M SMALL BOAT
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
PLAN NORTH
ABBREVIATIONS:
BD-1 BERTHING DOLPHIN 1
CW-1 CATWALK 1
MP-1 EXISTING 100TN BOLLARD
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
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N T
R A
F I
M
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S I Z
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A
D R
A W
I N
G
C
O D
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I S
O
A
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A
R M
Y
C
O R
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N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
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T
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U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
A1
MOORING LAYOUT PLAN
SCALE: 1:600
0 10 20m
1:600
CW-5
J
K
H O
U R
I
R
E V
I S
A
L L
B
O A
T
H
A R
B O
R
B
E R
T H
S
3.000 10.000
3.719 12.000 15.800
24.860
R
2.260
TYP
CONCRETE
FLOATING
DOCK, SEE
SHEET
S-412
STEEL PILE (TYP)
REMOVE PORTION
OF EXIST CURB
EXISTING WHARF
LIFE RING
0.320
M I N
C
L R
CLR
SOLAR MARINE
LIGHT, TYP 7
PLCS, SEE
S-519
D5
WAVE BREAKER
SEE
S-519
A1
CW-5, SEE
SHEET S-413
15 M GANGWAY
SEE SHEET S-414
DRY STAND PIPE,
SEE SHEET F-402
S-522
D7
FIRE EXTINGUISHER
CABINET, SEE FX402
LIFE RING
FIRE EXTINGUISHER
CABINET, SEE F-402
S-106
A L
L
B
O A
T
H
A R
B O
R
L
A Y
O
P S
D
T
U L A
D H
L A
N D
A S
B
E
C K
E R
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
PLAN NORTH
A1
SMALL BOAT HARBOR LAYOUT
SCALE: 1:100
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
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S I Z
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A
D R
A W
I N
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C
O D
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I S
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A
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A
R M
Y
C
O R
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N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
0 2 4m
1:100
LEGEND:
PILE WITH SOLAR MARINE LIGHT
TYP 7 PLACES, SEE
LIFE RINGS
FIRE EXTINGUISHER CABINET
S-519
D5
R
E M
O V
G
E
A T
S
3 000 10 000
3 100 6 000 900
2 000 3 500 1 000
380 MM CLEAT (TYP)
PILE GUIDE (TYP)
3 500
NOTE: FOR FLOATING DOCK PLAN AND
ELEVATION, SEE SHEET S-520
"D" FENDER
SYSTEM TYP.
"D" FENDER
SYSTEM
CONTINUOUS
TYP.
CW-5, SEE
SHEET S-413
S-521
D1
S-523
A1
GANGWAY,
SEE SHEET S-414
STEEL PILE (TYP)
SEE SHEET S-102
1 500 TYP.
LIFE RING
LIFE RING
FIRE EXTINGUISHER
CABINET
FIRE EXTINGUISHER
CABINET
CONCRETE FLOATING DOCK, SEE S-520
S-520
A6
S-520
A6
S-520
A6 SIM
S-520
A6
VERTICAL "D" FENDER BELOW
FASCIA BOARD, TYP
JOINT
JOINT
J O
I N
T J O
I N
T J O
I N
T
S-412
P L
L O
A T
I N
G
D
O C
K
S M
A L
L
B
O A
T
H
A R
B O
R
Y F
P S
D
T
U L A
D H
L A
N D
A S
B
E
C K
E R
PLAN NORTH
E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
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C O
N T
R A
F I
M
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S I Z
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A W
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C
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A
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A
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N G
I N
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R S
J A
P A
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D
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T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
A1
PLAN - FLOATING DOCK
SCALE: 1:60
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
0 1 2m
1:60
R
E M
O V
G
E
A T
S
A
N
D E
R S
+4.70M CDL TOP OF PIPE
0.00M CDL
PILE TIP ELEVATION
CATHODIC PROTECTION
SEE DRAWING X-002 (TYP)
S-519
F5
PARTIAL STEEL PIPE
SUPPORT STEEL PIPE
SOLAR MARINE LIGHT
SEE FOR LOCATION
S-106
A1
M I N
O
P E
N I N
G
U
N D
E R
P A
R T
I A
L
C
O N
N E
C T
I
P
S-519
A5
- 0.75M CDL
- 2.75M CDL
STEEL PIPE PILE TIP WITH
CONCRETE ROCK SOCKET (TYP)
ASSUMED LINE OF
EXISTING SEABED.
VARIES FROM -16M CDL TO -3M CDL
N
P I L
E
E
M B
Y P
ASSUMED LINE OF
EXISTING BEDROCK
D = OUTSIDE PILE DIAMETER
N
G R
O U
T
T
Y P
VARIES
FROM -5.5M CDL (PILES S1 TO S20) TO -1.0M CDL
(START OF PARTIAL CONNECTION PIPE)
2 260
1 130 1 130
1100 Ø x 25
STEEL PILE
800 Ø x 13
STEEL PILE
1100 Ø x 25
STEEL PILE
WITH 13 MM
CAP PLATE
TOP ONLY
SEE
165.2 Ø x 9
STEEL PIPE
S-519
F8
S-519
D8
165.2 Ø x 9 STEEL PIPE, FILL PIPE
WITH NON-SHRINK GROUT AND ADD
50 x 200 x 9 RETAINER PLATE WELDED
TO PIPE AFTER INSTALLATION OF
PARTIAL STEEL PILE
800 Ø x 13
STEEL PIPE
T- SHAPE STEEL
76 x 85 x 9 x 9
1100 Ø x 25
STEEL PIPE
GAP IN 165.2 Ø
PIPE
SOLAR MARINE LIGHT
POST MOUNTING PLATE WITH
HARDWARE
POST MOUNTING STAND (300MM)
6 MM 316 SS BOLT SET (TYP)
PILE CUT OFF
ELEVATION +4.70M CDL
13MM CAP PLATE (TYP)
STEEL PILE
S-519
D8
STEEL PILE
13 MM CAP PLATE
10MM STIFFENER
PLATE, TYP
10MM CAP PLATE, TYP
STEEL PIPE
STEEL PIPE
S-519
A8
STEEL PIPE
S
T I F
F
10MM CAP
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I L
E
N
A M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
S-519
P A
R T
I A
L
W
A V
E
B
R E
A K
T
A I L
S M
A L L
B
O A
T
H
A R
B O
R
Y F
P S
D
T
U L A
D H
C
H I M
B
E
C K
E R
L E
F5
SECTION
SCALE: 1:40
A1
ELEVATION - PARTIAL WAVE BREAKER
SCALE: 1:40
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
F8
DETAIL
SCALE: 1:10
0 1 2m
1:40
0 200 400mm
1:10
D5
DETAIL
SCALE: 1:20
D8
CAP PLATE DETAIL
SCALE: 1:10
A5
DETAIL
SCALE: 1:20
0 500 1000mm
1:20
A8
DETAIL
SCALE: 1:20
R
E V
I S
L
E
C
T
A I L
M-001
E
N E
R A
L
N
O T
H
E D
U L
E S
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
D
W G
D
D
A L M
E
D
D
A L M
E
G B
E C
K E
R
GENERAL MECHANICAL / FUEL PIPING NOTES
1. THESE GENERAL MECHANICAL NOTES PERTAIN TO UPGRADE FUEL WHARF
YOKOSE, FY2018 DESC1805.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR
INCONSISTENCIES.
3. ALL WORK SHALL CONFORM TO THE FOLLOWING CODES:
A. UNIFIED FACILITIES CRITERIA (UFC)
B. INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION
C. ASME B31.3, PROCESS PIPING
D. API 686, RECOMMENDED PRACTICE FOR MACHINERY INSTALLATION AND
INSTALLATION DESIGN
4. SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT
DOCUMENTS SHALL BE THE LATEST APPROVED ISSUE, INCLUDING
SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS SHALL
BE THE LATEST APPROVED ISSUE.
5. CONTRACTOR SHALL PREPARE LIFTING PLANS FOR OWNERS APPROVAL.
6. FUEL SYSTEM SHALL BE COMMISSIONED IN ACCORDANCE WITH SPECIFICATION
33 08 55 “COMMISSIONING OF FUEL FACILITY SYSTEMS”.
7. SEE DRAWINGS CD101, CD102, AND CD104 FOR DEMOLITION OF MECHANICAL
PIPING AND EQUIPMENT.
8. CONTRACTOR TO MAINTAIN CLOSURE / PROTECTION OF OPEN ENDED PIPING
DURING CONSTRUCTION ACTIVITIES.
EQUIPMENT INSTALLATION
1. CONTRACTOR SHALL INSTALL THE EQUIPMENT IDENTIFIED IN THE MECHANICAL
EQUIPMENT SCHEDULE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
2. EQUIPMENT SIZING IDENTIFIED IN THE CONTRACT DRAWINGS IS TYPICAL;
CONTRACTOR SHALL PROVIDE ADJUSTMENTS TO THE DESIGN FOR ACTUAL
EQUIPMENT PROCURED. CONTRACTOR SHALL ENSURE PROPER MAINTENANCE
ACCESS IS MAINTAINED IF REDESIGN IS REQUIRED FOR PROCURED EQUIPMENT
SIZING.
3. EQUIPMENT BASE PLATES SHALL BE INSTALLED WITH A MINIMUM OF 1” EPOXY
GROUT.
4. EQUIPMENT COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
5. INITIAL EQUIPMENT LUBRICATION SHALL BE PERFORMED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND API 686.
6. CONTAINMENT AREA SUMP PUMP (DS-PUMP-1 AND 2) INSTALLATION:
A. PROVIDE DUPLEX SUMP PUMPS AND ASSOCIATED INSTRUMENTATION IN
ACCORDANCE WITH SPECIFICATION 22 14 29.00 40 “SUMP PUMPS”.
B. INSTALL PUMPS IN ACCORDANCE WITH ISO 5199, ISO 2858 AND
MANUFACTURER'S INSTRUCTIONS.
C. CONTRACTOR SHALL ENSURE PUMP BASEPLATE IS OF A SIZE AND DESIGN
TO BE PROPERLY SUPPORTED BY CONCRETE SUMP IDENTIFIED IN THE
CONTRACT DRAWINGS.
D. INSTALL DUPLEX PUMP LEVEL CONTROL INSTRUMENTATION IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. TEST
INSTRUMENTATION AND ALARMS FOR PROPER OPERATION.
E. ENSURE MOTOR TO PUMP ALIGNMENT PRIOR TO OPERATION.
F. SEQUENCE OF OPERATION-DUPLEX PUMP UNIT SHALL BE PROVIDED WITH
AUTOMATIC AND MANUAL OPERATIONS. AUTOMATIC CONTROL SHALL
START ONE PUMP WHEN SUMP LIQUID LEVELS REACHES HIGH LEVEL AND
STARTS BOTH PUMPS WHEN HIGH-HIGH LEVEL IS REACHED. AUTOMATIC
CONTROL SHALL TRANSFER OPERATING CYCLE FROM ONE PUMP TO THE
OTHER TO ENSURE BOTH PUMPS ARE EQUALLY UTILIZED. MANUAL
CONTROL SHALL BE PROVIDED SUCH THAT EACH PUMP CAN BE STARTED
AND STOPPED MANUALLY.
7. LOADING ARM (LA-1, LA-2, LA-3 AND LA-4) INSTALLATION:
A. PROVIDE MARINE LOADING ARM IN ACCORDANCE WITH SPECIFICATION 41
24 26.10 “MARINE LOADING ARMS”.
B. INSTALL LOADING ARMS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
C. INSTALL LOADING ARM HYDRAULIC POWER UNITS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND CONTRACT DRAWINGS.
D. LOADING ARM BASEPLATE AND PIPING CONNECTION DESIGN, ELEVATION,
AND ORIENTATION SHALL BE CONFIRMED AGAINST VENDOR DATA TO
ENSURE PROPER SIZE AND LOCATION.
E. INSTALL HYDRAULIC TUBING FROM HYDRAULIC POWER UNITS TO LOADING
ARMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
HYDRAULIC TUBING SHALL BE ROUTED ABOVE CONCRETE PAVEMENT ON
TUBING SUPPORTS THAT ALLOW FOR SUFFICIENT RAIN WATER FLOW
UNDER THE TUBING. TUBING BUNDLES SHALL BE PROTECTED FROM
OVERHEAD IMPACT BY INSTALLING A WALKWAY ABOVE THE RUNS.
F. LOADING ARMS SHALL BE FIELD TESTED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. INCLUDE EMERGENCY RELEASE
SYSTEM, REACH ENVELOPE ALARMS, AND A PERFORMANCE ENVELOPE
TESTS.
G. AFTER INSTALLATION LOADING ARMS SHALL BE HYDROSTATICALLY AND
PNEUMATICALLY TESTED IN ACCORDANCE WITH ASME B31.3 AND
SPECIFICATION 33 52 43.13 “FUEL PIPING”.
8. STRIPPING PUMPS (SA-PUMP-1 AND SA-PUMP-2) INSTALLATION:
A. PROVIDE STRIPPING PUMPS IN ACCORDANCE WITH SPECIFICATION
22 14 29.00 50 “POSITIVE DISPLACEMENT PUMPS” AND THE ATTACHED DATA
SHEET.
B. PUMP FOUNDATION SHALL BE PREPARED PRIOR TO GROUTING IN
ACCORDANCE WITH API 686.
C. BASEPLATE LEVELING AND PREPARATION SHALL BE IN ACCORDANCE WITH
API 686.
D. PRIOR TO GROUTING PERFORM INITIAL PUMP SHAFT ALIGNMENT CHECK
TO CONFIRM COUPLING SPACING AND FINAL ALIGNMENT CAN BE
ACHIEVED.
E. GROUT PUMP BASEPLATE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND API 686.
F. INSTALL INITIAL PUMP LUBRICATION IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
PIPING INSTALLATION
1. GENERAL
A. PROVIDE, FABRICATE AND DELIVER PIPELINES IN ACCORDANCE WITH THE
PROJECT PIPING LINE SCHEDULE AND IN ACCORDANCE WITH THE
SPECIFICATION 33-52-43.13 “FUEL PIPING”.
B. HIGH POINT VENTS AND LOW POINT DRAINS VALVES TO BE LOCATED BY
PIPING CONTRACTOR. ALL VENT AND DRAIN VALVES SHALL BE BV-25 AND
PLUGGED AFTER TESTING AND COMMISSIONING.
2. MATERIALS
A. PROVIDE PIPING MATERIALS, FITTINGS, VALVES, AND GASKETS IN
ACCORDANCE WITH CONTRACT DOCUMENTS AND THE PIPING MATERIAL
SCHEDULE.
B. PIPING MATERIAL SHALL BE IN ACCORDANCE WITH ASME B31.3 AND CLASS
150 OF ASME B16.5.
3. PIPING SPECIALTY ITEMS
A. PROVIDE PIPING SPECIALTY ITEMS IN ACCORDANCE WITH THE PIPING
SPECIALITY ITEM SCHEDULE.
B. INSTALL AND COMMISSION PIPING SPECIALTY ITEM COMPONENTS IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
4. FABRICATION
A. INSTALL PIPING IN ACCORDANCE WITH ATTACHED CONTRACT DRAWINGS,
PIPING AND INSTRUMENTATION DIAGRAMS, AND PIPELINE SCHEDULE.
B. ROUTING OF PIPELINES GREATER THAN 50MM IS DEPICTED ON
ORTHOGRAPHIC DRAWINGS. SUGGESTED ROUTING OF PIPELINES 50MM
AND SMALLER IS DEPICTED ON ORTHOGRAPHIC DRAWINGS; THESE LINES
SHALL BE FIELD ROUTED AND SUPPORTED BY CONTRACTOR.
C. BONDING STRAPS SHALL BE INSTALLED AT EACH FLANGE PAIR AND ANY
ELECTRICAL DISCONTINUITY IN THE PIPING SYSTEM. STRAP DESIGN SHALL
BE IN ACCORDANCE WITH THE DETAIL IDENTIFIED IN THE PROJECT
DRAWINGS.
D. PIPING SHALL BE BUTT-WELD CONSTRUCTION FOR GREATER THAN 50MM
NOMINAL DIAMETER. PIPING SHALL BE SOCKET-WELD CONSTRUCTION FOR
PIPING EQUAL TO AND LESS THAN 50MM NOMINAL DIAMETER.
E. WELDING, WELDER QUALIFICATIONS AND SPECIFICATIONS SHALL BE IN
ACCORDANCE WITH ASME BPVC SEC IX, SPECIFICATION 33 52 43.13 “FUEL
PIPING, AND SPECIFICATION 33 52 90.00 20 “WELDING FOR POL SERVICE
PIPING”.
5. TESTING / INSPECTION
A. PIPING SHALL BE TESTED IN ACCORDANCE WITH ASME 31.3 AND
SPECIFICATION 33 52 43.13 “FUEL PIPING”.
B. WELDED PIPING JOINTS SHALL BE INSPECTED IN ACCORDANCE WITH
SPECIFICATION 33 52 43.13 “FUEL PIPING”, AND 33 52 90.00 20 “WELDING FOR
POL SERVICE PIPING”.
6. COATING / INSULATION
A. PIPING SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATION 33 52 80
“LIQUID FUELS PIPELINE COATING SYSTEMS.
B. PIPING SHALL BE INSULATED AND HEAT TRACED IN ACCORDANCE WITH
THE PIPELINE SCHEDULE. INSULATION SHALL BE 50MM CLOSED-CELL
FOAM-TYPE (SUCH AS CELLULAR GLASS). INSULATION SHALL BE COVERED
WITH A WATER TIGHT ALUMINUM OR STAINLESS STEEL JACKET SYSTEM.
C. PROVIDE AND INSTALL HEAT TRACING SYSTEM TO DELIVER 6 WATTS OF
HEATING PER 300MM OF PIPE FOR FREEZE PROTECTION.
D. PROVIDE AND LOCATE ALL JUNCTION BOXES AND THERMOSTAT CONTROL
PANELS. ENSURE ALL ELECTRICAL COMPONENTS ARE SUITABLE FOR THE
AREA CLASSIFICATION AS IDENTIFIED IN CONTRACT DRAWINGS.
7. PIPE SUPPORTS
A. CONTRACTOR SHALL SUPPORT ALL PIPE IN ACCORDANCE WITH PROJECT
DRAWINGS. PIPE MUST STAND OFF OF STEEL SUPPORTS TO PREVENT
CORROSION USING I-ROD (WHITE) OR APPROVED ALTERNATE.
B. U-BOLTS SHALL BE INSTALLED WHERE INDICATED ON THE PROJECT
DRAWINGS. U-BOLTS SHALL SIZED TO PROVIDE GAPS BETWEEN U-BOLT
AND PIPE AS INDICATED ON THE PROJECT DRAWINGS.
8. PROVIDE THERMAL RELIEF VALVE (TRV) AND PIPING AROUND EACH BV-200,
BV-300, AND BV-400 VALVE. SEE RELIEF VALVE PIPING DETAIL ON MP209.
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A
MP100
V
E R
A L
L
P
I P
I N
G
P
L A
N
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
A1
OVERALL PIPING PLAN
SCALE: 1:100
PLAN NORTH
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
HOSE REEL
(SP-17)
SAFETY
SHOWER
SKID
(SP-18)
HYDRAULIC
CONTROL UNIT
FOR MARINE
LOADING ARMS
DS-PUMP-1
DS-PUMP-2
S A
P
U M
P
S A
P
U M
P
TRENCH SUMP PUMP
(SP-12)
MP101
MP102
MP103
NOTES:
1. FOR GENERAL NOTES, SEE DRAWING M-001.
2. PIPE SUPPORT LOCATIONS AND DETAILS ARE SHOWN
ON DRAWING MP510.
3. PRESSURE INDICATOR DETAIL IS SHOWN ON DRAWING MP208.
4. HIGH POINT VENTS AND LOW POINT DRAINS DETAILS ARE SHOWN
ON DRAWING MP208.
5. SYSTEMS VOLUMES ARE DEPICTED IN FOLLOWING TABLE:
40000 2000
JP-5
F-76
PRODUCT
TOTAL LENGTH AND VOLUME OF PIPELINE
SLOP
TOTAL
VOLUME (GAL.) LENGTH (LF)
6. VOLUME AND LENGTH IN TABLE ABOVE ACCOUNT FOR SYSTEM AS MEASURED
TO THE POINT OF CONNECTION.
7. CONTRACTOR TO PROVIDE A CERTIFIED SYSTEM INVENTORY OF EACH
SERVICE (JP-5, F-76) INCLUDING LENGTH, SIZE OF PIPE AND VOLUME OF PIPE.
VOLUMES TO BE VERIFIED DURING INITIAL FILL OF SYSTEM.
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A
MATCH LINE, SEE SHEET MP102
A1
PIPING PLAN
SCALE: 1:40
PLAN NORTH
3500 3500 3500 22502250
15000
400-CS1-903-F76
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
MP101
P I P
I N
G
P
L A
N
N o
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
A1
MP204
BV-40
B V
B V
HOSE REEL
BV-40
DS-PUMP-1
DS-PUMP-2
BB-200
C V
BB-200
BV-400
BV-400 BV-400
B V
B V
B V
B V
B V
NCV-300
B V
B V
C V
B V
B V
B V
B V
B V
B V
BB-200
B V
C V
BV-40
F
S
T R
I P
P I N
G
P
U M
P
S A
P
U M
P
N
O T
E
J P
S
T R
I P
P I N
G
P
U M
P
S A
P
U M
P
N
O T
E
BV-80
CV-80
CV-80
B V
B V
B V
B V
BV-40
CV-40
BV-40
CV-40
B V
DRAINAGE PUMP
DRAINAGE PUMP
F1
MP208
F5
MP208
1497 675 375 754 5472
C
S O
W
C
S F
W
C
S F
C
S F
C
S J P
C
S J P
C
S F
G
A D
W
200 355
490 490 615
BV-80
D1
MP208
603 553
2049 603 603 821
610 1023
B V
(NOTE 6)
(NOTE 6)
B V
BV-40
BV-25 BV-25 BV-25
BV-40
F.O.F.
BV-20
BB-200
B V
BV-40
BV-40
BV-20
BV-20
NCV-300
NCV-300
NCV-300
BV-20
BV-20
B V
B V
B V
BV-20
BV-20
BV-20
BV-20
BV-20
B V
B V
B V
BV-20
400-CS1-924-JP5
740 2020 740 740 2020 740
C
S F
C
S F
C
S F
C
S F
C
S F
C
S F
C
S F
C
S J P
C
S J P
C
S J P
C
S J P
C
S J P
C
S J P
C
S J P
C
S F
200-CS1-917-F76
F.O.F.
F.O.F.
F.O.F.
200-CS1-919-F76
200-CS1-938-JP5
C
S J P
H E
A
S U
L A
T E
H E
A
S U
L A
T E
B V
300-CS1-920-F76
C
S F
BV-20
BV-20
C
S J P
C
S J P
NOTES:
1. FOR GENERAL NOTES, SEE DRAWING M-001.
2. PIPE SUPPORT LOCATIONS AND DETAILS ARE SHOWN
ON DRAWING MP510.
3. PRESSURE INDICATOR DETAIL IS SHOWN ON DRAWING MP209.
4. HIGH POINT VENTS AND LOW POINT DRAINS DETAILS ARE SHOWN
ON DRAWING MP208.
5. NOT USED.
6. LOCATE DIGITAL FLOW TOTALIZER ON NEARBY CROSSOVER.
7. PROVIDE THERMAL RELIEF VALVE AND PIPING AROUND EACH
BV-200, BV-300, AND BV-400 VALVE. SEE RELIEF VALVE PIPING
DETAIL ON MP209.
C
S F
C
S F
0 20001000
OPEN OPEN
OPEN
OPEN
CLOSED
OPEN
(HIGH POINT VENT)
BV-25
P I G
G I N
G S
P O
O L
P I G
G I N
G S
P O
O L
P I G
G I N
G S
P O
O L
P I G
G I N
G S
P O
O L
P I G
G I N
G S
P O
O L
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRV
TRVTRV
TRV
MATCH LINE, SEE SHEET MP103
PIPING PLAN
SCALE: 1:40
MATCH LINE, SEE SHEET MP101
MP102
P I P
I N
G
P
L A
N
N o
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
PLAN NORTH
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
490 490 615 675 375
150 462 580 826 610 439660
200 3000 1838
3296 380 460
C
S O
W
C
S J P
C
S F
C
S F
50-CS1-946-OW
C
S O
W
C
S F
C
S J P
BV-300
IN VERT.)
BV-300
(IN VERT.)
BV-300
(IN VERT.)
BV-200
(IN VERT.)
BV-200
(IN VERT.)
BV-200
(IN VERT.)
BB-200
BB-200
BB-200
BB-300
BB-300
H E
A
S U
L A
T E
B
E L O
W
C
S D
W
HOSE
F.O.F.
F.O.F.
A1
MP208
CV-25
C
S D
W
C
S F
C
S J P
C
S D
W
C
S D
W
C
S F
C
S F
W
C
S O
W
E O
C
473 E O
C
E.O.C. TRENCH
NOTES:
1. FOR GENERAL NOTES, SEE DRAWING M-001.
2. PIPE SUPPORT LOCATIONS AND DETAILS ARE SHOWN
ON DRAWING MP510.
3. PRESSURE INDICATOR DETAIL IS SHOWN ON DRAWING MP209.
4. HIGH POINT VENTS AND LOW POINT DRAINS DETAILS ARE SHOWN
ON DRAWING MP208.
SEE SHEET S-526 FOR
SUPPORTS DETAILS
ALL ELBOWS IN FUEL SERVICE LINES IN
THIS AREA ARE 3 DIAMETERS RADIUS
0 20001000
BV-25 (HIGH POINT VENT)
BV-25 (BOTTOM OF PIPE;
LOW POINT DRAIN)
BV-25 (BOTTOM OF PIPE;
LOW POINT DRAIN)
A
B O
V E
C
S F
W
BV-200
(IN VERT.)
C
S O
W
PIPING ELEVATION
SCALE: 1:40
MP204
P I P
I N
G
E
L E
V A
T I O
N
N o
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
EL. 5371
EL. 5220
EL. 6395
EL. 5459
EL. 4870EL. 5049
EL. 5423
EL. 5017 EL. 4887
EL. 5089
300-CS1-920-F76
200-CS1-916-F76
40-CS1-905-F76
40-CS1-921-F76
40-CS1-921-F76
50-CS1-946-OW
400-CS1-903-F76
NOTES:
1. SEE DRAWING SC105 FOR OPERATING ENVELOPE OF LOADING ARM.
0 20001000
PIPING ELEVATION
SCALE: 1:40
MP206
P I P
I N
G
E
L E
V A
T I O
N
N o
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
EL. 5382
EL. 5220
EL. 5017
EL. 6395
EL. 5423
EL. 5089
EL. 4887
EL. 4830
EL. 4990
400-CS1-924-JP5
40-CS1-941-JP5
40-CS1-941-JP5
50-GA1-948-DW
400-CS1-923-F76
200-CS1-937-FP5
NOTES:
1. SEE DRAWING SC105 FOR OPERATING ENVELOPE OF LOADING ARM.
0 20001000
MP510
I P
E
S
U P
P O
C
A T
I O
N
P
L A
N
E X
I S
T I N
G
F
U E
L
P
I E
R
M
O D
I F
I C
A T
I O
N
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
C1
PIPE SUPPORT LOCATION
SCALE: 1:100
PLAN NORTH
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
B1
A1
B2
C1
C2
C1
C2
E1
C1
B2
B2
B1
B2
B2
C1
B2
A1
A1
PIPE SUPPORT DETAIL
"A" "B" "C"
400 PIPE
A1 590 500 50
A2 590 FIELD DETERMINE 25
300 PIPE
B1 505 500 50
B2 505 550 50
B3 505 FIELD DETERMINE 25
200 PIPE
C1 385 600 50
C2 385 550 50
C3 385 500 50
C4 385 FIELD DETERMINE 25
80 PIPE
D1 335 720 NONE
50 PIPE
E1 220 300 NONE
E2 220 FIELD DETERMINE NONE
E3 CONTRACTOR DETERMINE NONE
40 PIPE
E1 220 300 NONE
E2 220 FIELD DETERMINE NONE
E3 CONTRACTOR DETERMINE NONE
150x150x6 PL
L75x75x6: 200 AND ABOVE
L50X50X6: 80 AND BELOW
"A"
C4
A2
NOTE 3
A2
C4
B3
NON-GRIPPING NU-BOLT, HOT DIPPED
GALVANIZED OR APPROVED EQUAL
WITH 4 NUTS
C4
B3
A2
NOTE 3
A2
A2
MATCH LINE, SEE B5 THIS SHEET
MATCH LINE, SEE C1 THIS SHEET
A2
C4
B3
C1
C1
C1
C1
C1
C1
C1
A1
A1
A1
A1
A1
A1
B2
B2
B2
B2
B2
B2
B2
B2
B2
E2
E2
E1
E1
E1
E1
E1
E1
E1
E1
E1
E1
D1
D1
E3
E3
E3
E3
E3
E3
E3
E3
E3
SUPPORT FOR 50mm PIPES
SEE DETAIL F5 SHEET MP209
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
NOTE 3
SEE DRAWING S-526
FOR STRUCTURAL STEEL SUPPORT
NOTES:
1. FIELD TRIM SUPPORTS AS NEEDED TO ACHIEVE REQUIRED HEIGHT AND
LEVEL I-ROD SUPPORT TAKING INTO ACCOUNT VARIATIONS OF CONCRETE
DECK SLOPE.
2. FOR FUEL PIPE 200 AND LARGER:
ALL U-BOLTS ON THE LANDSIDE OF THE EXPANSION LOOP SHALL BE SIZED
TO PROVIDE A 25MM GAP. ALL U-BOLTS ON THE WHARF SIDE SHALL BE SIZED
TO PROVIDE A 50MM GAP.
3. NO U-BOLTS IN THIS SECTION. PROVIDE I-ROD (WHITE) OR APPROVED
ALTERNATE TO SUPPORT THE PIPE.
4. LOCATIONS OF PIPE SUPPORTS FOR 50 PIPE AND SMALLER TO BE
DETERMINED BY CONTRACTOR. LOCATIONS SHOWN ON PLAN VIEW FOR
REFERENCE. DISTANCE BETWEEN SUPPORTS NOT TO EXCEED 3050MM.
A1
PIPE SUPPORT DETAIL
SCALE: NTS
B
N O
"C"
NOTE 2
NON-GRIPPING I-ROD (WHITE)
OR APPROVED ALTERNATE
A4
MP510
A4
DETAIL
SCALE: NTS
TYP.
T Y
P
M12 x 118 HEAVY DUTY EXPANSION
ANCHOR,316SS, HEX-HEAD,
WASHER. TYP 4
A8
DETAIL
SCALE: NTS
G
2110 200
0 30001500
B5
PIPE SUPPORT LOCATION
SCALE: 1:100
SUPPORT FOR 50mm PIPES
SEE DETAIL C5 SHEET MP209
MP612
I P
E
S
P E
C I F
I C
A T
I O
N
S
C H
E D
U L
E S
E Q
U I P
M E
N T
S
P E
C I A
L I T
Y
I T
E M
S
A
N D
Y F
P M
P D
W G
D
D
A L M
E
D
D
A L M
E
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I
M
E
S I Z
E
A
D R
A W
I N
G
C
O D
E
I S
O
A
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
I S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
D
E S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
* ONE HYDRAULIC POWER UNIT WITH RATED
POWER 7.8 kW FOR OPERATION OF LA-1, LA-2, LA-3 AND LA-4.
200MM
TP
TP
BV-200
BV-200
CV-200 BB-200
BV-300BV-300
B V-
NCV-300
BV-300BV-300
NCV-300
BV-200 BB-200
B V-
B V-
BB-200
BB-200
BV-200
BV-300
BV-300
CV-200
40-CS1-905-F76
300-CS1-920-F76
300-CS1-901-F76
200-CS1-902-F76
40-CS1-921-F76
0-
C S1
-9
-F
200-CS1-916-F76
300-CS1-904-F76
-C
S1 -9
-F
B V-
300-CS1-910-F76
-C
S1 -9
-F
200-CS1-918-F76
200-CS1-919-F76
300-CS1-912-F76
300-CS1-906-F76
200-CS1-917-F76
40-CS1-911-F76
B.F.
40-CS1-905-F76
GENERAL NOTES:
1. BREAK-OUT SPOOL FOR PIGGING.
VENDOR
SUPPLIED
VENDOR
SUPPLIED
(NOTE 1)
(NOTE 1)
B.F.
B V-
B V-
C V-
C
V-
B V-
C V-
300x200 300x200
M-602
F-
M A
N
IF
O
LD
LA
-1 A
N D
L A
-2
P
IP
IN
G
A N
D
IN
S
TR
U M
E N
TA
TI
O N
D
IA
G R
A M
Y
FP
-M -6
.D
W G
D . D
A
LM
E
D . D
A
LM
E
G . B
E C
KE
R
A1 PIPING AND INSTRUMENTATION DIAGRAM F-76 MANIFOLD
SCALE: N.T.S.
B V-
BV-40
B V-
B V-
B V-
BV-25
BV-25
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
C V-
B V-
C V-
C
V-
B V-
B V-
B
V-
B V-
B V-
B V-
B
V-
B V-
B
V-
B V-
BV-20
BV-20
BV-20
B V-
B V-
SC
SC
BV-200
B V-
B V-
B
V-
B V-
B V-
SC
SC
TRV
BV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRVBV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
(NOTE 1)
(NOTE 1)
9/
/2
R E
P
LA
C E
D T
U R
B
IN
E M
E
TE
R W
IT
H
U
LT
R
AS
O N
IC
M
ET
ER
D
ES
C R
IP
TI
O N
D
AT
E
D
ES
IG
N
E D
B Y:
S O
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
T
N O
FI
LE
N A
M E:
S
IZ
E:
A
D R
A W
IN
G
C O
D E:
IS
O
A
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
JA
P
AN
D
IS
TR
IC
T
A
PO
A P
3-
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A
EC
O M
T
EC
H N
IC
AL
S
ER
VI
C
ES
, I
N C
B
IS
H
O P
S
TR
EE
T, S U
IT
E
H O
N O
LU
LU
, H
AW
AI
I 9
IS
SU
E D
AT
E:
S U
BM
IT
TE
D
B Y:
C H
E C
K
ED
B Y:
D R
A W
N B
Y:
RTA SUBMITTAL
FY
D
ES
C
U
PG
R A
D E
F U
E L
W H
AR
F
YO
KO
SE
N
AV
SU
P
FL
EE
T
LO
G
IS
TI
C S
C
EN
TE
R
Y O
K O
S E, J
AP
AN
X F-
2-
-0
R . M
AS
TP
TP
BV-200
BV-200
CV-200 BB-200
BV-300BV-300
B V-
NCV-300
B V-
B V-
BV-300BV-300
NCV-300
B V-
B V-
B V-
BV-300
BV-400
40-CS1-926-JP5
400-CS1-922-JP5
300-CS1-940-JP5
300-CS1-920-F76
0-
C S1
-9
-J P5
200-CS1-937-JP5
300-CS1-925-JP5
-C
S1 -9
-J
P5
B V-
300-CS1-931-JP5
-C
S1 -9
-J
P5 300-CS1-933-JP5
300-CS1-927-JP5
200-CS1-938-JP5
40-CS1-932-JP5
B.F.
40-CS1-926-JP5
B V-
TP
BV-400
400-CS1-923-F76
B V-
B V-
40-CS1-941-JP5
B V-
BV-200
200-CS1-939-JP5
BB-200
(NOTE 1)
C V-
C V-
(NOTE 1)
(NOTE 1)
GENERAL NOTES:
1. BREAK-OUT SPOOL FOR PIGGING.
B.F.
VENDOR
SUPPLIED
B V-
B V-
BB-200300x200 300x200
B V-
B V-
BB-300400x300 400x300
B V-
B V-
BB-300400x300 400x300
M-603
JP
-5
M A
N
IF
O
LD
LA
-3 A
N D
L A
-4
P
IP
IN
G
A N
D
IN
S
TR
U M
E N
TA
TI
O N
D
IA
G R
A M
Y
FP
-M -6
.D
W G
D . D
A
LM
E
D . D
A
LM
E
G . B
E C
KE
R
A1 PIPING AND INSTRUMENTATION DIAGRAM JP-5 MANIFOLD
SCALE: N.T.S.
B V-
C V-
B V-
B
V-
B V-
B V-
B V-
B V-
B
V-
B V-
B V-
BV-25
BV-25
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
B.F.
BV-20
B V-
C V-
BV-20
SC
SC
SC
BV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
TRV
BV-25
B V-
BV-25
TRV
BV-25
BV-25
B V-
TRV
BV-25
B V-
TRV
BV-25
B V-
BV-25
TRV
BV-25
BV-25
B V-
TRV
BV-25
B V-
BV-25
TRV
BV-25
BV-25
B V-
TRV
BV-25
BV-25
B V-
TRV
(NOTE 1)
(NOTE 1)
(NOTE 1)
9/
/2
R E
P
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2 3 4 5 6 7 8 9 10
SHEET ID
M A
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US Army Corps of Engineers
A
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-1
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-2
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-8
-9
-12
-1
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-18
-28
-1
-2
-3
-4
-15
-2
-4
-6
-7
-8
-9
-12
-2
-2
-2
-2
-2
-28
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X X X X X X
XXXXXX
BD-1
CW-2
C
W
CW-3
C
W
LOADING
PLATFORM
BD-2
CW-5
NEW 100MM MANUAL
DRY STANDPIPE W/ 2
EACH 65MM FIRE HOSE
VALVES
FOR ENLARGED
REFUELING PIER FIRE
PROTECTION PLAN,
SEE F-401
FOR ENLARGED SMALL
BOAT HARBOR FIRE
PROTECTION PLAN,
SEE F-402
EXISTING FIRE PUMP STATION.
STATION CONTAINS TWO FIRE PUMPS,
EACH RATED FOR 3800 LPM @ 1330 kPA
EXIST. 150MM FIRE
PROTECTION PIPING
M
HYDRANT W-8
FIRE DEPT. CONNECTION
W/ 2 EACH 65MM HOSE
CONNECTIONS & CHECK
VALVE
DRY STAND
PIPE FIRE
PIPING
F
EXISTING GENERATOR
BUILDING
EXIST. 150
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
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N
N
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N
A M
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S I Z
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A
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G
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J A
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N
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T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
R
V I C
E S
I N
C
S
H O
P
S
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N O
L U
L U
H
A W
A I I
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S U
E
D
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E
S U
B M
I T
T E
D
B
Y
C H
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K E
D
B
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D R
A W
N
B
Y
RTA SUBMITTAL
F Y
S
C
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G R
A D
E
F
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L
W
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N A
V S
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G
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T I C
S
C
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J A
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SCALE: 1:400
0 4000 8000 16000
F-101
V
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F
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P
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T E
C T
I O
N
S
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P
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F
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W G
SCALE: 1 : 400
OVERALL FIRE PROTECTION SITE PLAN
A1
U P
D A
T E
D
B
A C
K G
R O
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D
M
X
X
X
X
X
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N
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A
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-4
-6
-7
-8
-9
-12
CW-5
FIBERGLASS FIRE
EXTINGUISHER CABINET
ONLY AND 4A:80B:C
EXTINGUISHER SECURE
TO DOCK
DRY STAND PIPE100MM
FIRE PROTECTION PIPING
MOUNTED TO SIDE OF PIER
MANUAL DRY STAND
PIPE W/ TWO EACH
65MM SIAMESE FIRE
HOSE CONNECTIONS,
SECURE TO CATWALK
GANGWAY
FIRE DEPT CONNECTION
W/ 2 EACH 65MM
CONNECTIONS AND
CHECK VALVE
C8
F-501
E5
F-502
TYP. DETAIL
E1
F-502
E1
F-501
C5
F-502
A5
F-502
FEC
FEC
ROUTE PIPING
ABOVE GRADE
D E
S C
R I P
T I O
N D
A T
E
D E
S I G
N E
D
B
Y
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
F I L
E
N
A M
E
S I Z
E
A
D R
A W
I N
G
C
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E
I S
O
A
U S
A
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C
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N G
I N
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R S
J A
P A
N
D
I S
T R
I C
T
A P
O
A
P
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M A
R K
US Army Corps of Engineers
A E
C O
M
T
E C
H N
I C
R
V I C
E S
I N
C
S
H O
P
S
T R
E E
T
S
U I T
E
H O
N O
L U
L U
H
A W
A I I
I S
S U
E
D
A T
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
RTA SUBMITTAL
F Y
S
C
U P
G R
A D
E
F
U E
L
W
H A
K
O S
E
N A
V S
E
G
I S
T I C
S
C
E N
T E
R
Y O
K O
S E
J A
P A
N
X F
R
M
A S
T
SCALE: 1:200
0 2000 4000 8000
F-402
L A
R G
A
L L
B
O A
T
H
A R
B O
R
F
I R
E
P
R O
T E
C T
I O
N
P
L A
N
S J P
F
D
W G
SCALE: 1 : 200
ENLARGED SMALL BOAT HARBOR FIRE PROTECTION PLAN
A1
U P
D A
T E
D
B
A C
K G
R O
U N
D
| YFP-GC004_Addendum 2 |
| Sheets and Views |
| GC004 |
| YFP-S-519_Addendum 1 |
| Sheets and Views |
| Layout1 |
| YFP-M-001_Addendum |
| YFP-MP-100_Addendum |
| YFP-MP-101_Addendum |
| YFP-MP-102_Addendum |
| YFP-MP-204_Addendum |
| YFP-MP-206_Addendum |
| YFP-MP-510_Addendum |
| YFP-MP-612_Addendum |
| YFP-M-602_Addendum |
| YFP-M-603_Addendum |
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