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US Army Corps of Engineers
FY 2018 DESC 1805
UPGRADE FUEL WHARF YOKOSE
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ALL DIMENSIONS SHOWN IN CALLOUT/NOTES
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1001 BISHOP ST, SUITE 1600
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CIVIL
SURVEY, GEOTECHNICAL, HAZARDOUS
MATERIALS
STRUCTURAL
ARCHITECTURAL MECHANICALL FIRE PROTECTION
ELECTRICAL
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
(NAME AND LICENSE) (NAME AND LICENSE) (NAME AND LICENSE)
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
(NAME AND LICENSE)
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
(NAME AND LICENSE)
THIS WORK WAS PREPARED BY ME OR UNDER
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(NAME AND LICENSE)
THIS WORK WAS PREPARED BY ME OR UNDER
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DESCRIPTION
FIRE PROTECTION
F-501 FIRE PROTECTION DETAILS NO. 1
F-601 FIRE PROTECTION PIPING ISOMETRIC DIAGRAMS
F-001 FIRE PROTECTION NOTES AND LEGEND
F-101 OVERALL FIRE PROTECTION SITE PLAN
F-401 ENLARGED FUELING PIER FIRE PROTECTION PLAN
F-402 ENLARGED SMALL BOAT HARBOR FIRE PROTECTION PLAN
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E-502 ELECTRICAL DETAILS NO. 2
INDEX TO DRAWINGS
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NO.
SHEET
NO.
DESCRIPTION
GENERAL
COVER SHEET, LOCATION MAP, VICINITY MAP
G-002
G-0011
2 INDEX TO DRAWINGS
STRUCTURAL
S-101 PILE PLAN NO. 1
S-102 PILE PLAN NO. 2
S-103 ENLARGED PLAN - CW-1 AND BD-1
S-104 ENLARGED PLAN - CW-2, LOADING PLATFORM, CW-3
GC004 PROJECT SITE CONSTRAINTS PLAN
S-401 LOADING PLATFORM - PLAN AND ELEVATION
S-402 LOADING PLATFORM - SECTIONS AND DETAILS
S-405 BERTHING DOLPHIN - BD-1 PLAN AND ELEVATION
S-105 ENLARGED PLAN - CW-4 AND BD-2
G-0033 GENERAL PLAN
CIVIL
GENERAL NOTES AND ABBREVIATIONS
CS101
C-001
SITE PLAN
S-106 SMALL BOAT HARBOR LAYOUT
S-107 EXISTING FUEL PIER MODIFICATIONS
GC005 PROJECT SITE ACCESS AND TEMPORARY LAYDOWN AREAS PLAN NO. 15
S-408 CATWALK - CW-1 PLAN AND ELEVATION
S-409 CATWALK - CW-2 PLAN AND ELEVATION
S-410 CATWALK - CW-3 PLAN AND ELEVATION
S-411 CATWALK - CW-4 PLAN AND ELEVATION
S-412 SMALL BOAT HARBOR - PLAN - FLOATING DOCK
S-413 SMALL BOAT HARBOR - CW-5 - PLAN AND ELEVATION
S-414 SMALL BOAT HARBOR - GANGWAY - PLAN AND ELEVATION
S-501 LOADING PLATFORM - SECTIONS AND DETAILS NO. 1
S-502 LOADING PLATFORM - SECTIONS AND DETAILS NO. 2
S-503 LOADING PLATFORM - SECTIONS AND DETAILS NO. 3
S-504 LOADING PLATFORM - SECTIONS AND DETAILS NO. 4
S-505 LOADING PLATFORM - PIPE CROSS OVER STAIR AND BOLLARD DETAIL
S-506 LOADING PLATFORM AND BERTHING DOLPHINS - SAFETY LADDER DETAIL
S-519 SMALL BOAT HARBOR - PARTIAL WAVE BREAKER DETAIL
S-520 SMALL BOAT HARBOR - FLOATING DOCK - SECTIONS AND DETAILS
SURVEY
TOPOGRAPHIC AND BATHYMETRIC SURVEY NO. 2V-0029
S-001 GENERAL STRUCTURAL NOTES NO. 1
S-002 GENERAL STRUCTURAL NOTES NO. 2
S-003 GENERAL STRUCTURAL NOTES NO. 3
S-403 LOADING PLATFORM - DECK REINFORCEMENT AND CAP BEAM
REINFORCEMENT LAP JOINT
S-404 EXISTING FUEL PIER MODIFICATION - PIPE TRENCH SECTIONS AND DETAILS
S-406 BERTHING DOLPHIN - BD-2 PLAN AND ELEVATION
S-407 BERTHING DOLPHIN BD-1 AND BD-2 - DECK TOP AND BOTTOM
REINFORCEMENT
S-507 FOAM FENDER CONNECTION DETAILS
S-508 BERTHING DOLPHIN - BD-1 AND BD-2 SECTIONS AND DETAILS NO. 1
S-509 BERTHING DOLPHIN - BD-1 AND BD-2 SECTIONS AND DETAILS NO. 2
S-510 BERTHING DOLPHIN - BD-1 AND BD-2 SECTIONS AND DETAILS NO. 3
S-511
LOADING PLATFORM AND BERTHING DOLPHINS -
INSPECTION PLATFORM AND 100 TN BOLLARD DETAILS
S-512
LOADING PLATFORM - INSPECTION PLATFORM
S-513 CATWALK - SECTIONS AND DETAILS NO. 1
S-514 CATWALK - SECTIONS AND DETAILS NO. 2
S-515 CATWALK - SECTIONS AND DETAILS NO. 3
S-516 CATWALK - SECTIONS AND DETAILS NO. 4
S-517 CATWALK - SECTIONS AND DETAILS NO. 5
S-518 CATWALK - SECTIONS AND DETAILS NO. 6
S-521 SMALL BOAT HARBOR - FLOATING DOCK - PILE GUIDE DETAILS
S-522 SMALL BOAT HARBOR - CW-5 - SECTIONS AND DETAILS NO. 1
S-523 SMALL BOAT HARBOR - CW-5 - SECTIONS AND DETAILS NO. 2
S-524 EXISTING FUEL PIER MODIFICATION - PIPE TRENCH SECTIONS AND
DETAILS NO. 1
S-525 EXISTING FUEL PIER MODIFICATION - PIPE TRENCH SECTIONS AND
DETAILS NO. 2
S-526 MISCELLANEOUS DETAILS - PIPE EXPANSION LOOP SUPPORT PLAN AND
ELEVATION
ARCHITECTURAL
DOCK HOUSE - PARTIAL ARCHITECTURAL SITE PLAN, DOCK HOUSE FLOOR
PLAN, REFLECTED CEILING PLAN AND ROOF PLAN
A-101
CATHODIC PROTECTION
CATHODIC PROTECTION PLAN NO. 1
X-002
X-001
CATHODIC PROTECTION PLAN NO. 2
X-003 CATHODIC PROTECTION DETAILS
MECHANICAL PIPING
MP101 EXISTING FUEL PIER MODIFICATION - PIPING PLAN NO. 1
MP102 EXISTING FUEL PIER MODIFICATION - PIPING PLAN NO. 2
MP103 EXISTING FUEL PIER MODIFICATION - PIPING PLAN NO. 3
MP204 EXISTING FUEL PIER MODIFICATION - PIPING ELEVATION NO. 1
MP205 EXISTING FUEL PIER MODIFICATION - PIPING ELEVATION NO. 2
MP206 EXISTING FUEL PIER MODIFICATION - PIPING ELEVATION NO. 3
MP207 EXISTING FUEL PIER MODIFICATION - PIPING ELEVATION NO. 4
MP208
EXISTING FUEL PIER MODIFICATION - PIPING SECTIONS AND MISC. DETAILS
NO. 1
SC105 MARINE LOADING ARM OPERATING ENVELOPE
ES102 AREA CLASSIFICATION PLAN
GEOTECHNICAL
B-101 BORING LOGS NO. 1
B-102 BORING LOGS NO. 2
HAZARDOUS MATERIALS
H-101 HAZARDOUS MATERIALS
MP612
EXISTING FUEL PIER MODIFICATION - PIPE SUPPORT LOCATION PLAN
M-601
M-602
M-603
PIPING AND INSTRUMENTATION DIAGRAM - F-76 MANIFOLD / LA-1 AND LA-2
E-601 SINGLE LINE DIAGRAM, NOTES, SCHEDULES
MP100 EXISTING FUEL PIER MODIFICATION - OVERALL PIPING PLAN
EQUIPMENT, SPECIALTY ITEMS AND PIPE SPECIFICATION SCHEDULES
PIPING AND INSTRUMENTATION DIAGRAM - LEGEND SHEET
CS102 WHARF STRUCTURAL SITE PLAN AND SHEET KEY PLAN
CS103 MOORING LAYOUT PLAN
CS104 LOADING PLATFORM DRAINAGE PLAN
CS401 EXISTING FUEL PIER MODIFICATIONS - GRADING AND PAVEMENT PLAN
CS402 EXISTING FUEL PIER MODIFICATIONS - CONCRETE PAVEMENT DETAILS
F-502 FIRE PROTECTION DETAILS NO. 2
E-001 GENERAL ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS
E-503 ELECTRICAL DETAILS NO. 3
MP104 EXISTING FUEL PIER MODIFICATION - PIPING PLAN NO. 4
MP510
PIPING AND INSTRUMENTATION DIAGRAM - JP-5 MANIFOLD / LA-3 AND LA-4
M-604
PIPING AND INSTRUMENTATION DIAGRAM - PUMPS AND UTILITIES
M-001 EXISTING FUEL PIER MODIFICATION - GENERAL NOTES AND SCHEDULES
E-504 ELECTRICAL DETAILS NO. 4
EXISTING FUEL PIER MODIFICATIONS - EXISTING PIPING & UTILITY REMOVAL
PLAN
CD10113
EXISTING FUEL PIER MODIFICATIONS - DEMOLITION AND REMOVAL PLANCD10214
EXISTING FUEL PIER MODIFICATIONS - DEMOLITION AND REMOVAL
SECTIONS AND DETAILS
CD10315
EXISTING FUEL PIER MODIFICATIONS - EXISTING PIPING PHOTOSCD104
S-527 MISCELLANEOUS DETAILS - PIPE EXPANSION LOOP SUPPORT SECTIONS
AND DETAILS
TOPOGRAPHIC AND BATHYMETRIC SURVEY NO. 1V-0018
CS403 EXISTING FUEL PIER MODIFICATIONS - STRIPING AND SIGNAGE PLAN
GC006 PROJECT SITE ACCESS AND TEMPORARY LAYDOWN AREAS PLAN NO. 26
DOCK HOUSE - ELEVATIONS AND SECTIONSA-201
E-505 ELECTRICAL DETAILS NO. 5
E-506 ELECTRICAL DETAILS NO. 6
MP209 EXISTING FUEL PIER MODIFICATION - PIPING SECTIONS AND MISC. DETAILS
NO. 2
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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: 0.5 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.
OUTSIDE BOUNDARY OF RESTRICTED WATER
AREA ZONE A - SEE SITE CONSTRAINT NOTE 2
FIELD OFFICES, LAYDOWN & MATERIAL STORAGE AREA
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
G
E
D
T
E
C
O N
S T
N
O 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
Y
Y
Y
Y
Y
Y
Y
X=9330
X=9360
X=9390
X=9420
X=9450
X=9480
X=9510
X
M2
M6
M15
M14
X
X
X
X
W
EMH
Y-12-1-2
6200908
Y-12-1-4
M13
T801
6200944
TMH
WV
6200911
6200916
W
R
E
W
A
T
E
R
6200946
6200910
M7
M8
M9
M10
M11
X
X
X
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
Wx
W x
W x
Wx
Wx
Wx
W x
W x
Wx
Wx
Wx
Wx
W x
W x
W x
W 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
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
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
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
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
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
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
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
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
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
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
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
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
F
L
A
N
N
N
E
C
T
I
X
GROUND
EMH
EMH
L
I
N
G
GROUND
TMH
EMH
ENTRANCE
TMH
EMH
EMH
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
E
U x
EMH
ENTRANCE
GROUND
GROUND
EMH
GROUND
L
I
N
G
GROUND
WV
WV
WV
WV
WV
WV
L
I
N
G
F
F
F
F
F
F
F
F
F
F
CO
AC
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
WV
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
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
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
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
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
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
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
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
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
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
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
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
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
DMH
EP
EP
EP
EP
EP
EP
ENTRANCE
EP
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
E x
E x
E x
E x
CONCRETE
POLE
E x
F
F
F
F
F
F
F
F
F
F
LP
FLAG POLE
D
C
D
C
DMH
Y
SMH
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
SURVEY NOTES:
1. OBJECTS IDENTIFIED ON SEA BOTTOM BY SURVEYS ARE INDICATED ON PLAN A1
AND OBJECT TABLE.
2. CONTRACTOR SHALL BE AWARE THAT ADDITIONAL OBJECTS NOT SHOWN ON PLAN
A1 MAY EXIST. CONTRACTOR SHALL COMPLY WITH PRE-CONSTRUCTION UXO
SURVEY REQUIREMENTS OUTLINE IN SPECIFICATION SECTION 01 35 26, 1.17, 3.7.4.
3. MAGNETOMETERS SURVEYS WERE CONDUCTED ON 12 NOVEMBER 2011 AND 10
SEPTEMBER 2016. SIDESCAN SURVEYS WERE CONDUCTED ON 11 NOVEMBER 2011
AND 14 SEPTEMBER 2016.
S E
A
B
O T
T O
M
S
U R
V E
Y
V-003
SEA BOTTOM SURVEY
A1
SCALE: 1:400
R W
N
R W
N
J O
K R
1:400
GRAPHIC SCALE:
10 0 3010
LEGEND:
SIDE SCAN AND MAGNETOMETER
SURVEY OBJECT TARGET
PLAN
NORTH
Y F
P H
E
D
R
E S
P O
N S
E
T
O
B
I D
D E
R
R
F I
NO.
N E
DEPTH
(M)
DETECTED BY
SIDE SCAN
DETECTED BY
MAGNETOMETER
19956
20042
20036
20116
20049
X
X
X
X
X
COORDINATES
OBJECT TABLE
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
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
BEG
BEG
BEG
BEG
BEG
END
END
END
END
9400.278 20003.802
9399.856 20004.300
9396.291 20008.506
9394.178 20011.000
PIPELINE REMOVAL POC
COORDINATES TABLE
PT NO. NORTHING EASTING
9400.641 20003.373
9416.073 20011.7686
9413.818 20014.4297
9411.570 20017.0828
9409.336 20019.7189
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
DEMOLITION AND REMOVAL GENERAL NOTES:
1. FOR DEMOLITION AND REMOVAL LIMITS COORDINATES, REFER TO SHEET NO. CD102.
2. EXISTING PIPING, FLANGES, VALVES, PIPE SUPPORTS AND ASSOCIATED
APPURTENANCES AND WATERLINES TO BE COMPLETELY REMOVED FROM NEW
POINTS OF CONNECTION (POC) TO EXISTING MARINE LOADING ARM CONNECTION AS
SHOWN HEREON. COMPLETELY REMOVE ASSOCIATED ELECTRICAL CONDUIT,
ASSOCIATED APPURTENANCES AND WIRE BACK TO SOURCE.
3. PIPE LINES SHOWN ON THIS PLAN FOR REMOVAL ARE INDICATIVE OF THE
CENTERLINE OF PIPE, SIZE AS SHOWN ON PLAN.
4. FOR PAVEMENT SAWCUT LINE LIMITS AND COORDINATES, REFER TO SHEET NO.
CD102.
5. REFER TO SPECIFICATION 02 41 00 FOR PIPE LINE SHUTDOWN AND PRODUCT
REMOVAL PRIOR TO PIPE LINE REMOVALS.
6. CONTRACTOR TO MAINTAIN CLOSURE AND PROTECTION OF OPEN ENDED PIPING
DURING CONSTRUCTION ACTIVITIES.
B1
EXISTING PIPING REMOVAL PLAN
SCALE: 1:60
CD101
E X
I S
T I N
G
P
I P
I N
I L
I T
Y
R
E M
O V
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 S
Y F
P C
D D
M
A S
T
R
K
A U
L
J
K
H O
U R
I
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
PLAN NORTH
0 1 2m
1:60
EXISTING PIPING & UTILITY REMOVAL ITEMS:
1 200mm Ø STEEL PIPING, FLANGES, VALVES, PIPE SUPPORTS AND ASSOCIATED
APPURTENANCES
2 300mm Ø STEEL PIPING, FLANGES, VALVES, PIPE SUPPORTS AND ASSOCIATED
APPURTENANCES
3 400mm Ø STEEL PIPING, FLANGES, VALVES, PIPE SUPPORTS AND ASSOCIATED
APPURTENANCES
4 EXISTING PUMP(S) AND ASSOCIATED
ELECTRICAL CONTROLS, APPURTENANCES,
CONDUIT AND WIRE TO BE REMOVED BACK TO
SOURCE. SEE PHOTO D7, SHT NO. CD104.
LEGEND:
METAL
FRAME
CANOPY
EXISTING, PROTECT IN PLACE
REMOVE AND DISPOSE
PAVEMENT SAWCUT LINE &
EXIST UTILITY TRENCH REMOVAL
LIMITS (SEE DEMOLITION AND
REMOVAL GENERAL NOTES )
EXISITNG PLATFORM DEMOLITION
AND REMOVAL AREA LIMITS
UTILITY
TRENCH
PIPELINE REMOVAL
LIGHT
POLE
LIGHT
POLE
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
E D
Q
U A
Y W
A L L
D
E C
K
E D
C
O N
C R
E T
E
B
R I D
G I N
G
E D
Q
U A
Y W
A L L
D
E C
K
E D
C
O N
C R
E T
E
B
R I D
G I N
G
PIPE REMOVAL LIMITS
(SEE NOTE 3)
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
TOP OF CONCRETE
SEAWALL DECK
TOP OF CONCRETE
SEAWALL DECK
TOP OF CONCRETE
QUAY WALL DECK
TOP OF CONCRETE
QUAY WALL DECK
METAL RAMP
METAL RAMP
PIPELINE POINT OF CONNECTION
(POC)
R E
M O
V A
L P
R O
T E
P L A
C E
R E
M O
V A
L P
R O
T E
P L A
C E
FLANGE
CONNECTION BOX
BOLLARD
CONC.
RETAINING WALL
(TYP)
EQUIPMENT BOX
METAL
PLATFORM
METAL RAIL
CONCRETE
DECK CURB
MARINE LOADING
ARMS (4 TOTAL)
SEE SHT NO. CD-102
METAL FRAME
EQUIP PLATFORM
METAL FRAME
EQUIP PLATFORM
2 1
3 3
CONCRETE
DECK CURB
PIPE SUPPORT
FOUNDATION (TYP)
ELEVATED WALKWAY
ELEVATED WALKWAY ELEVATED WALKWAY
MOORING
BOLLARD
MOORING
BOLLARD
B2
SITE PHOTO NO. & DIRECTION
SEE SHT NO. CD104 FOR
CORRESPONDING PHOTOGRAPH
B2
F9
B8
F2
D2D7
F7
B4
B7 F4
D9
D4
BACK OF EXIST.
CONC. QUAY WALL
BACK OF EXIST.
CONC. QUAY WALL
PIPE TRENCHES
W/ CONCRETE
TRENCH COVERS
(TYPICAL)
J
K
H O
U R
I
R
E V
I S
T
E
A
D D
I S
T
P
U M
D
M
O V
A L
I T
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
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
19 20
9417.730 20006.906
9420.672 20003.428
9424.513 20006.648
9405.730 20028.795
9394.676 20013.360
9404.943 20021.974
DEMOLITION & REMOVAL LIMITS
COORDINATES TABLE
PT NO. NORTHING EASTING
9407.453 19998.283
9401.915 20025.572
SAWCUT LINE & EXISTING
PIPE TRENCH REMOVAL
COORDINATES TABLE
PT NO. NORTHING EASTING
9396.691 20011.79310
9401.340 20006.30711
9403.499 20008.13712
9407.788 20001.83813
9409.601 20003.37414
9410.822 20001.91215
9412.389 20003.23716
9412.644 20002.93017
9415.995 20005.77318
9420.312 20009.43519
9407.885 20024.09120
9403.565 20020.43021
9396.049 20013.78822
9397.306 20012.30523
9398.251 20011.19024
9399.319 20009.92925
9405.392 20005.90326
9404.785 20005.38227
9397.633 20010.68228
9398.701 20009.42129
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
DEMOLITION AND REMOVAL GENERAL NOTES:
1. ITEMS DESIGNATED FOR REMOVAL AND SALVAGE ARE
RESERVED AS PROPERTY OF THE U.S. GOVERNMENT. SALVAGE
ITEMS SHALL BE REMOVED, TRANSPORTED AND DELIVERED TO
DESIGNATED STORAGE SITE AS DIRECTED BY OWNER'S
REPRESENTATIVE.
2. REMOVE EXISTING FOUNDATIONS, RETAINING WALLS, AND PIPE
FOUNDATIONS IDENTIFIED ON THESE PLANS TO THE DEEPER
OF 0.6M BELOW DEPTH OF FINISHED GRADE OR 0.6M BELOW
NEW FOUNDATIONS.
3. EXISTING PIPING TO BE REMOVED TO NEW POINTS OF
CONNECTION (POC) AS SHOWN ON SHEET NO. CD-101.
4. FOR REMOVAL OF EXISTING PIPING, VALVES, PIPE SUPPORTS
AND RELATED APPURTENANCES, REFER TO CD101.
A1
DEMOLITION AND REMOVAL PLAN
SCALE: 1:60
CD102
D E
M O
L I T
I O
N
A
M
O V
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 S
Y F
P C
D D
M
A S
T
J
K
H O
U R
I
R
K
A
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
CD103
D2
PLAN NORTH
0 1 2m
1:60
DEMOLITION AND REMOVAL ITEMS:
1 ASPHALT PAVEMENT
2 CONCRETE PAVEMENT
3 CONCRETE RETAINING WALL
4 CONCRETE CAISSON BLOCK SEAWALL
5 CONCRETE DECK CURB
6 CONCRETE PAD / FOUNDATIONS
7 CONCRETE PIPE TRENCH
8 CONCRETE PIPE TRENCH COVER
9 REINFORCED CONCRETE LOADING ARM
FOUNDATION
10 CONCRETE PIPE SUPPORT FOUNDATION
11 STEEL CANTILEVER PLATFORM
12 METAL RAILING
13 METAL FRAME EQUIPMENT PLATFORM
14 FLANGE CONNECTION BOX
15 MOORING BOLLARD
16 MARINE LOADING ARM
17 LOADING ARM HYDRAULIC POWER PACK
18 DOCK HOUSE
19 UNI-STRUT EQUIPMENT RACK
20 ELEVATED STEEL WALKWAY, STAIRS
21 STEEL, CONCRETE FILLED BOLLARD
22 CONCRETE QUAY WALL
LEGEND:
METAL
FRAME
CANOPY
EXISTING, PROTECT IN PLACE
REMOVE AND DISPOSE
PAVEMENT SAWCUT LINE & EXIST
UTILITY TRENCH REMOVAL LIMTS
EXISTING PLATFORM
DEMOLITION & REMOVAL LIMITS
EXISTING
PIPE TRENCHES
PIPE
TRENCH
RETAINING WALL REMOVAL
BEG
END
BEG
OIL CONTAINMENT
BOOM GUIDE
LIGHT
POLE
LIGHT
POLE
M802-2
M802-3
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
E D
Q
U A
Y W
A L L
D
E C
K
E D
C
O N
C R
E T
E
B
R I D
G I N
G
E D
Q
U A
Y W
A L L
D
E C
K
E D
C
O N
C R
E T
E
B
R I D
G I N
G
TYP
TYP
TYP
TYP
TYP
TYP
20 20 20 20
END
3 3
PIPE REMOVAL LIMITS
(SEE GENERAL NOTE 4)
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
TOP OF CONCRETE
SEAWALL DECK
TOP OF CONCRETE
SEAWALL DECK
TOP OF CONCRETE
QUAY WALL DECK
TOP OF CONCRETE
QUAY WALL DECK
CONCRETE
RAMP
CONCRETE
RAMP
BEGIN A.C. PVMT
SAWCUT LINE
PAVEMENT
SAWCUT LINE
TYP
CONCRETE PVMT
SAWCUT LINE
BEG CONCRETE
PVMT SAWCUT LINE
PAVEMENT
SAWCUT LINE
LIMITS OF EXIST PIPE
TRENCH REMOVAL
PIPE
TRENCH
PIPE
TRENCH
CONCRETE PVMT
SAWCUT LINE
BACK OF EXIST.
CONC. QUAY WALL
BACK OF EXIST.
CONC. QUAY WALL
22 22 22
LIMITS OF EXISTING ASPHALT/
CONC PAVEMENT REMOVAL
OIL CONTAINMENT
BOOM GUIDE
I S
O
A
J
K
H O
U R
I
CD103
A2
A
D D
C
T I O
N
A
C
3.600 9.000
LIMITS OF PAVEMENT AND FOUNDATION
REMOVAL. EXCAVATION SHALL BE 0.6M
BELOW EXISTING FINISHED GRADE OR AS
SHOWN (SEE GENERAL NOTES 1 & 2 HEREON)
EXISTING CONCRETE QUAYWALL
(PROTECT IN PLACE)
3.000
1.4001.8002.200
PORTION OF EXISTING
LOADING ARM FOUNDATION
TO REMAIN IN PLACE
+(5.10 FS)
+(4.70 FS)
LIMITS OF LOADING ARM REINFORCED
CONCRETE FOUNDATIONS REMOVAL
FOR NEW OPEN PIT CONSTRUCTION
(2 - LOCATIONS)
REMOVE EXIST 200mm
CONC. PAVEMENT OVER
250mm CRUSHED
AGGREGATE BASE
EXIST RETAINING
WALL
REMOVE
EXIST PIPE
SUPPORTS
6.000
COMPLETELY REMOVE EXISTING
RETAINING WALL & FOUNDATION
EXISTING CONCRETE CAISSON
BLOCK (PROTECT IN PLACE)
16.550
LIMITS OF EXISTING ASPHALT / CONCRETE PAVEMENT REMOVAL
P A
V E
M E
W
C U
T
L I N
E
P A
V E
M E
N T
S A
W C
N
E
REMOVE EXIST 200mm ASPHALT
PAVEMENT OVER 250mm
CRUSHED AGGREGATE BASE
(FIELD VERIFY)
EXIST A.C. PVMT
TO REMAIN
+(4.713 FS)
+2.86
0.6 m
0.6 m
0.6 m
0.00 LWL
LIMITS OF LOADING ARM REINFORCED
CONCRETE FOUNDATIONS REMOVAL
OUTSIDE OF NEW OPEN PIT
CONSTRUCTION (2 - LOCATIONS)
APPROX.
(SEE NOTE 3)
5.066 7.500
EXISTING CONCRETE QUAYWALL
(PROTECT IN PLACE)
3.000
1.4001.8002.200
PORTION OF EXISTING
LOADING ARM FOUNDATION
TO REMAIN IN PLACE
+(5.10 FS)
+(4.70 FS)
EXIST 200mm CONCRETE
PAVEMENT OVER 250mm
CRUSHED AGGREGATE BASE
REMOVE EXIST
RETAINING WALL
EXIST PIPE
SUPPORTS
REMOVE EXIST
RETAINING WALL
4.500
EXISTING CONCRETE CAISSON
BLOCK (PROTECT IN PLACE)
13.664
LIMITS OF EXISTING PIPE TRENCH, FOUNDATION & PAVEMENT REMOVAL
P A
V E
M E
N T
S A
W C
N
E
REMOVE EXIST
PIPE TRENCH
EXIST CONC PIPE TRENCH
TO REMAIN IN PLACE
COMPLETELY REMOVE EXISTING
RETAINING WALL & FOUNDATION
+(4.713 FS)
0.00 LWL
0.6 m
L I M
I T
S
O
F
E
X I S
T I N
G
P I P
E
T
R E
N C
H
R
E M
O V
A L
2.500
LIMITS OF PAVEMENT AND FOUNDATION
REMOVAL. EXCAVATION SHALL BE 0.6M
BELOW EXISTING FINISHED GRADE OR AS
SHOWN (SEE GENERAL NOTES 1 & 2 HEREON)
+2.86
APPROX.
(SEE NOTE 3)
LIMITS OF LOADING ARM REINFORCED
CONCRETE FOUNDATIONS REMOVAL
FOR NEW OPEN PIT CONSTRUCTION
(2 - LOCATIONS)
LIMITS OF LOADING ARM REINFORCED
CONCRETE FOUNDATIONS REMOVAL
OUTSIDE OF NEW OPEN PIT
CONSTRUCTION (2 - LOCATIONS)
CD103
D E
M O
L I T
I O
N
A
M
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A L
S
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T I O
T
A I L S
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I F
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I
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A T
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D E
S I G
N E
D
B
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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
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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
E E
R S
J A
P A
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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
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
D2
SECTION - EXISTING PAVEMENT AND FOUNDATION AT SERVICE DUCT - 2
SCALE: 1:50
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
1:50
J
K
H O
U R
I
0 1 2m
A2
SECTION - EXISTING PAVEMENT AND FOUNDATION AT SERVICE DUCT - 1
SCALE: 1:50
DEMOLITION AND REMOVAL GENERAL NOTES:
1. EXCAVATION SHOWN IS FOR PURPOSES OF DEMOLITION AND
FOUNDATION REMOVAL ONLY. EXCAVATION SHOWN DOES
NOT INCLUDE ANY ADDITIONAL EXCAVATION REQUIRED FOR
CONSTRUCTION OF NEW PIPE TRENCH AND OPEN PIT.
2. LIMITS OF EXCAVATION SHOWN IS APPROXIMATE BASED ON
AVAILABLE AS-BUILT PLANS AND INFORMATION GATHERED
ONSITE. ACTUAL AS-BUILT CONDITIONS MAY VARY.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
FOR REQUIRED REMOVAL EXCAVATIONS.
3. LOADING ARM FOUNDATION REMOVAL LEVEL IN AREA OF NEW
OPEN PIT CONSTRUCTION ONLY.
A
D D
C
T I O
N
A
D D
T
V
I S
C
A V
A T
I O
N
L I M
I T
S
A
D D
E
V A
T I O
(5.085)
FS-JOIN
(5.100)
FS-JOIN
(4.830)
FS-JOIN
(4.750)
FS-JOIN
FS-JOIN
(4.736)
FS-JOIN
FS-JOIN
4.710
FL 4.734FL
(4.705)
FL-JOIN
4.731
FS
(4.715)
FS
(4.710)
FS
4.733
FS
4.743FS
(5.085)
FS-JOIN
5.100FS
4.793FS
5.100FS
5.100FS
(5.100)
FS-JOIN
5.100FS
5.100FS
9.163 m
7.282 m4.955 m6.95 m
7.578 m
1.905 m m m m m m m m
1.97 m1.457 m4.082 m
0.4 m
2.93 m4.65 m m m m
19.188 m m m m m m m m m m m
7.14 m m
(5.085)
FS-JOIN
(5.085)
FS-JOIN
5.089FS
5.089FS
(5.085)
FS-JOIN
5.089FS
4.731FL
m
(4.750)
FS-HP
JOIN
(4.750)
FS-HP
JOIN
.7
(4.710)
FS
(4.710)
FS
4.742FS
N: 9407.782
E:20001.846
N: 9397.615
E:20015.080
N: 9420.313
E:20009.435
N: 9407.902
E:20024.071 m m
(4.728)
FS-JOIN
(4.728)
FS-JOIN
(4.728)
FS-JOIN
(4.730)
FS-JOIN
4.750FS-HP
4.750FS-HP
4.754.75 4.75 4.75
.7
5.00
5.00
.7
1.65 m
EX PIPE TRENCH EX PIPE
TRENCH
EX PIPE
TRENCH
N E
W
P
I P
E
T R
E N
C H
NEW PIPE TRENCH
CS401
A
D I N
G
A
V
E M
E N
T
P
L A
N
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I S
T I N
G
F
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L
P
I E
R
M
O D
I F
I C
A T
I O
N S
Y F
P C
S D
M
A S
T
J
K
H O
U R
I
R
K
A U
L
J
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H O
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I
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
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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
A1
EXISTING FUEL PIER MODIFICATIONS - GRADING AND PAVEMENT PLAN
SCALE: 1:60
LEGEND:
EXISTING PLATFORM WORK AREA LIMITS
PAVEMENT JOINTS / EDGE OF PAVEMENT
EXISTING CONTOUR (INTERVAL 0.25m)
PROPOSED CONTOUR (INTERVAL 0.25m)
RIDGE LINE
FLOWLINE
LIMITS OF NEW SERVICE DUCT - SEE
AND GENERAL NOTE 6 HEREON.
LIMITS OF NEW CONCRETE PAVEMENT
LIMITS OF EXISTING PAVEMENT MILLING -
SEE CONSTRUCTION NOTE 6 HEREON
EXISTING ELEVATION (FROM SURVEY)
PROPOSED FINISHED SURFACE ELEVATION
S-404
B1
CS402
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN METERS
UNLESS OTHERWISE NOTED.
PLAN NORTH
0 1 2m
1:60
1. ALL ELEVATIONS SHOWN ON THIS PLAN ARE ABOVE THE PROJECT DATUM
LINE ESTABLISHED AT LOWEST LOW WATER LEVEL (LLWL), SASEBO TIDAL
DATUM, JAPAN COAST GUARD (2016).
2. FOR EXISTING PLATFORM WORK AREA LIMITS SHOWN ON THIS DRAWING, SEE
SHEET NO. CD102 FOR COORDINATE LOCATIONS AND TABLE.
3. NO PLACEMENT OF CRANE OR CRANE OUTRIGGERS IS ALLOWED ON TOP OF
THE TRENCH LID OR ON THE UTILITY TRENCH WALL.
4. AFTER REMOVAL AND DISPOSAL OF LOADING DOCK , PIPING AND EQUIPMENT,
CONSTRUCT NEW PIPE TRENCH AND LEVEL CONCRETE SITE WITH NEW
CONCRETE PAVEMENT.
5. REFER TO SHEET NO. CD101 FOR POINTS OF CONNECTION FOR NEW PIPING
AND PIPING SIZING AND LAYOUT.
6. REFER TO STRUCTURAL DRAWING SHEET NO. S-404 FOR NEW UTILITY SERVICE
DUCT AND COVER.
GENERAL NOTES:
EXIST METAL
FRAME CANOPY
EXISTING
SERVICE DUCTS
EXIST
SERVICE
DUCT
EX LT
POLE
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
TOP OF CONCRETE
SEAWALL DECK
TOP OF CONCRETE
SEAWALL DECK
EX STL
BOLLARD
EX STL
BOLLARD
5.100FS
OPEN PIT
4.180M x 2.600M
5.00
1 CONSTRUCT 200mm THICK PORTLAND CEMENT CONCRETE OVER
250mm THICK AGGREGATE BASE AT MINIMUM 95% RELATIVE
COMPACTION.
2 PAVEMENT CONTROL JOINTS, SEE PLAN A1, SHT NO. CS-402.
3 CONCRETE PIPE TRENCH PER STRUCTURAL PLAN, SHT NO. S-404.
4 200mm SPP BOLLARD, LOCATIONS AND DETAIL PER SHEET NO.
S-107 AND DETAIL A-8, SHEET NO. CS402.
5 SAWCUT & REMOVE 250mm OF EXISTING CURB FOR NEW
DRAINAGE OPENING. SMOOTH ROUGHENED EDGES AND FINISH
SIDES AND BOTTOM WITH GROUT PROVIDING A SMOOTH, EVEN
TRANSITION WITH ADJACENT EXISTING PAVEMENT.
6 MILL EXISTING CONCRETE PAVEMENT HIGH SPOTS TO MATCH
NEW PAVEMENT GRADES AND ELEVATIONS. APPROXIMATE
MAXIMUM DEPTH OF REQUIRED MILLING SHOWN ON PLAN.
CONSTRUCTION NOTES:
R R R R R R R R
R
TYP
TYP
TYP
TYP
EXISTING ROCK
PROTECTION
EXISTING ROCK
PROTECTION
BACK OF EXIST
QUAYWALL
BACK OF EXIST
QUAYWALL
E1
0.35%
0.36%
3 3
10mm
MAX.
25mm
MAX.
R
E V
I S
T
R
E V
I S
O
R
E V
I S
E
Q U
I
S T
O R
A G
E
A
R E
D
T
E
C
O N
S T
N
O
AutoCAD SHX Text (5.10)
AutoCAD SHX Text (5.00)
AutoCAD SHX Text (5.00)
AutoCAD SHX Text (5.00)
AutoCAD SHX Text (4.75)
AutoCAD SHX Text (4.75)
AutoCAD SHX Text (4.75)
AutoCAD SHX Text (4.75)
AutoCAD SHX Text (4.75)
(5.00)
EXISTING
QUAYWALL
200mm THICK CONCRETE
PAVEMENT
S-404
D6
EXISTING UTILITY
TRENCH BEYOND
PER
PLAN
CS402
D1
250mm AGGREGATE BASE FOR
CONCRETE PAVEMENT, COMPACTED
TO 95 % RELATIVE COMPACTION
PER PLAN
PER PLAN
800 PIPE
TRENCH
7 566 2 481 3 613 1 400
F A
E
X I S
T
Q U
A Y
W A
L L
B A
K
E
X I S
T
Q U
A Y
W A
L L
R I D
N
E
F L O
W
L I N
E
J O
I S
T
P
A V
E M
E N
T
750mm SUBBASE FOR CONCRETE
PAVEMENT, COMPACTED TO 95 %
RELATIVE COMPACTION
EXISTING FINISHED
SURFACE
E
L
R
P
L
A
N
E
L
R
P
L
A
N
E
L
R
P
L
A
N
E
L
R
P
L
A
N
E
L
R
P
L
A
N
E
L
R
P
L
A
N
E
L
R
P
L
A
N
1 500
1 500
CS402
D6
GROUND SURFACE
JOINT SEALANT
SAWCUT LINE
D13 @ 200 m m m m
250mm AGGREGATE BASE FOR
CONCRETE PAVEMENT, COMPACTED
TO 95 % RELATIVE COMPACTION
750mm SUBBASE FOR CONCRETE
PAVEMENT, COMPACTED TO 95 %
RELATIVE COMPACTION
CS402
D4
200mm CONCRETE
PAVEMENT
PIPE TRENCH WALL
AGGREGATE BASE
CONCRETE
PAVEMENT
CONCRETE STRUCTURE
(PIPE TRENCH, QUAY
WALL, A.C. OR EXIST
PVMT)
JOINT SEALANT
JOINT FILLER PER SPECIFICATIONS
3 7583 5243 5003 450
1 905
1 150 3 500
4 080 1 450
JOINT
DRILL AND EPOXY DOWEL
BARS, SEE NOTE 1
EXISTING CONCRETE FRESH CONCRETE
TYP
SMOOTH DOWEL BARS, EPOXY
COATED, 19 MM - SEE NOTE 2
NOTES:
1. THE DRILLED HOLE DIAMETER SHALL BE 3 MM
TO 10 MM LARGER THAN THE BAR DIAMETR
2. DOWEL BAR SPACING AT 305 MM OC, EQUALLY
SPACED ALONG JOINT.
DOWEL BAR LUBRICANT
JOINT SEALANT
JOINT
EXISTING CONCRETE
STRUCTURE
FRESH CONCRETE
C
L
TYP
NOTES:
1. DETAIL IS TYPICAL FOR BOTH SIDES OF
CONCRETE STRUCTURE
JOINT SEALANT
JOINT FILLER
200Ø
BOLLARD
12Ø x 125 STUD
EACH SIDE OF PIPE
CONCRETE PAVEMENT,
SEE SHEET CS401
SQ
CS402
C O
N C
R E
V
E M
E N
T
D
E T
A I
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 S
Y F
P C
S D
J
B
E H
Z A
D I
R
K
A U
L
J
K
H O
U R
I
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
E1
TYPICAL SECTION
SCALE: 1:60
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
D1
CONCRETE PAVEMENT DETAIL
SCALE: 1:20
D4
CONTRACTION JOINT DETAIL
SCALE: 1:10
D6
THICKENED PAVEMENT DETAIL
SCALE: 1:20
0 500 1000mm
1:20
0 1 2m
1:60
A1
CONCRETE PAVEMENT JOINTING PLAN
SCALE: 1:100 (IN METERS)
WATERSIDE EDGE
OF CONCRETE QUAY
WALL DECK
TOP OF CONCRETE
SEAWALL DECK
EXIST FLANGE
CONNECTION BOX
OPEN PIT
4.180M x 2.600M
BACK OF EXIST
QUAYWALL
LEGEND:
EXPANSION JOINT AT EXISTING CONCRETE
STRUCTURE PER DETAIL F8 HEREON
WEAKENED PLANE (CONTRACTION) JOINT
PER DETAIL D4 HEREON
DOWELED CONSTRUCTION JOINTS AT EXISTING
CONCRETE PAVEMENT PER DETAIL D8 HEREON
THICKENED EDGE CONSTRUCTION JOINT PER
DETAIL D6 HEREON
LIMITS OF NEW CONCRETE PAVEMENT PER
DETAIL D1 HEREON
PLAN NORTH
0 2.5 5
1:100
NOTES:
1. NEW CONCRETE PAVEMENT CONTROL AND DIMENSIONS PER
SHT NO. CS-401.
2. JOINT FILLER SHALL BE PER SPECIFICATIONS.
NEW PIPE
TRENCH
NEW PIPE
TRENCH
EXIST PIPE
TRENCH
EXIST A.C.
PVMT.
EXIST CONC. PVMT.
TOP OF CONCRETE
SEAWALL DECK
EXIST CONC.
DECK CURB
EXIST CONC.
PVMT.
EXIST CONC.
DECK CURB
EXIST STEEL
CANTILEVER
PLATFORM
EXIST CONC.
PVMT.
EXIST CONC.
PVMT.
D8
AT EXISTING CONCRETE PAVEMENT
SCALE: 1:10
CONSTRUCTION JOINT
NOTE: DETAIL IS TYPICAL FOR
BOTH SIDES OF CONCRETE
STRUCTURE.
F8
CONCRETE STRUCTURE
SCALE: 1:10
EXPANSION JOINT AT EXISTING
J
K
H O
U R
I
A8
BOLLARD DETAIL
SCALE: 1:20
A
D D
L L A
T
A I L
A
(Am-0004)
T4 4.722
S-001
N
E R
A L
S
TR
U C
TU
R
A L
N O
TE
S
N O
. 1
Y
FP
-S -0
.D
. T U
LA
D
H A
R
E . L
A N
D A
S
B . E
C K
E R
LE
GENERAL STRUCTURAL NOTES
1. THESE GENERAL STRUCTURAL NOTES PERTAIN TO FY2018 DESC1805
UPGRADE FUEL WHARF YOKOSE.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY
DISCREPANCIES OR INCONSISTENCIES.
3. ALL ELEVATIONS ARE REFERENCED TO THE LOWEST LOW WATER LEVEL
(LLWL) AS ELEVATION 0.00 = CHART DATUM LEVEL (CDL).
4. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING
CODES:
A. UNIFIED FACILITIES CRITERIA (UFC)
B. INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION
C. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
ASCE/SEI 7-10
D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL
CONSTRUCTION MANUAL", 14TH EDITION
E. AMERICAN CONCRETE INSTITUTE (ACI) " BUILDING CODE
REQUIREMENT FOR STRUCTURAL CONCRETE. (ACI 318-14)"
5. SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT
DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING
SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS
ARE ASTM LATEST EDITION.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND VERIFY
ALL UTILITIES WHETHER SHOWN HEREIN OR NOT, BEFORE COMMENCING
WORK, AND PROTECTING THEM FROM DAMAGE. SHOULD UTILITIES BE
ENCOUNTERED THAT ARE NOT INDICATED, THE CONTRACTING OFFICER
SHALL BE NOTIFIED IMMEDIATELY. THE REMOVAL OF ABANDONED IN
PLACE UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH THE
CONTRACTING OFFICER ANY UTILITY LINES AND EQUIPMENT THAT MAY
INTERFERE WITH THE CONSTRUCTION OF THE STRUCTURES.
8. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE
OPERATOR, VARIOUS COMPANIES AND AGENCIES WHO MAY BE AFFECTED
BY THIS PROJECT AND SHALL BE RESPONSIBLE FOR OBTAINING THE
REQUIRED PERMITS.
9. THE PROJECT SITE IS LOCATED IN AN AREA THAT CONTAINS COMBUSTIBLE
FUELS AND THEREFORE THE CONTRACTOR SHALL ADHERE TO ALL SAFETY
REQUIREMENTS AND SHALL BE RESPONSIBLE FOR IMPLEMENTING SAFETY
PRECAUTIONS TO ENSURE NO FIRE INCIDENTS DURING CONSTRUCTION.
10. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL
MEMBERS UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS.
NOTIFY THE CONTRACTING OFFICER WHEN DRAWINGS BY OTHERS SHOW
OPENINGS, POCKETS, ETC., LARGER THAN 150 MM NOT SHOWN ON THE
STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL
MEMBERS.
CONCRETE
1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION
SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE, ACI 318 OR JIS A5308 AND ACI 357R, WITH
MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS.
2. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS & TYPES:
3. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB
ELEVATIONS BASED ON THE DRAWINGS PLUS ANY CAMBERS INDICATED
ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED
ELEVATIONS PRIOR TO THE CONCRETE POUR, AND TOP OF CONCRETE
SLAB PRIOR TO REMOVAL OF FORMS.
4. THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS
OTHERWISE SHOWN.
5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT PLACED IN CAST-IN-PLACE CONCRETE:
6. ALL REINFORCING BARS, ANCHORS BOLTS AND OTHER CONCRETE
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING
CONCRETE.
7. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN
CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY
CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN.
NOTIFY THE CONTRACTING OFFICER IN ADVANCE OF CONDITIONS NOT
SHOWN ON THE DRAWINGS.
8. CONDUIT OR PIPE SIZE (OD) SHALL NOT EXCEED ONE THIRD OF SLAB
THICKNESS AND SHALL NOT BE PLACED BETWEEN THE TOP AND BOTTOM
REINFORCING UNLESS SPECIFICALLY DETAILED OTHERWISE.
CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT
WHERE DETAILED OPENINGS ARE PROVIDED.
9. EXPOSED CORNERS OF BEAMS, SLABS, ETC., SHALL BE FORMED WITH A 20
MM CHAMFER, UNLESS OTHERWISE NOTED ON DRAWINGS.
10. ALL CAST-IN-PLACE ANCHOR BOLTS, POST-INSTALLED ANCHORS AND
ALL ASSOCIATED NUTS, ANCHOR PLATES AND WASHERS SHALL BE 316
STAINLESS STEEL. ALL ANCHOR BOLTS AND POST-INSTALLED ANCHORS
SHALL BE INSTALLED WITH NYLON INSULATING BUSHING TO FULLY
ISOLATE THE STAINLESS STEEL FROM OTHER DISSIMILAR METAL.
11. ALL CAST-IN-PLACE ANCHOR BOLTS SHALL BE CONSTRUCTED USING
316 STAINLESS STEEL THREADED RODS WITH A STAINLESS STEEL NUT A
MINIMUM OF 8 MM FROM END OF ROD. NUT AT EMBEDDED END OF
ANCHOR BOLT SHALL BE TACK WELDED IN PLACE TO PREVENT THE NUT
FROM MOVING DURING CONCRETE PLACEMENT. EMBEDMENT DEPTH IS
MEASURED FROM THE FACE OF CONCRETE TO THE TOP EDGE OF NUT.
12. POST-INSTALLED ANCHORS SHALL BE 316 STAINLESS STEEL WEDGE TYPE
ANCHOR (SS 316), UNLESS OTHERWISE NOTED.
FOUNDATION DESIGN
1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL DESIGN REPORT FOR
FY18 UPGRADE FUEL WHARF YOKOSE, NOVEMBER 2017.
2. SEE STEEL PIPE PILE DETAIL SHEET S-101 AND S-102 FOR APPROXIMATE
PILE TIP ELEVATION.
3. PIPE INSTALLATION METHOD WILL INCLUDE:
A. PRE DRILLING OPERATIONS TO THE PILE TIP DEPTH USING A
TEMPORARY CASING 5D MINIMUM BELOW BEDROCK LAYER.
B. CEMENT GROUT INJECTION IN ORDER TO SOCKET THE PILE INTO THE
BEDROCK. CEMENT GROUT SHALL BE INJECTED TO COVER A MINIMUM
LENGTH OF OF 4D FROM THE PILE TIP. THE CEMENT GROUT WILL STOP
AT A DISTANCE OF 1D BELOW THE INTERFACE BETWEEN
OVERBURDEN SOILS AND THE BEDROCK.
C. PLACEMENT OF STEEL PIPE PILES INTO THE BOREHOLES AFTER
CEMENT GROUT PLACEMENT.
D. REMOVAL/EXTRACTION OF TEMPORARY CASINGS AFTER THE PILE
PLACEMENT.
REINFORCING STEEL
1. REINFORCEMENT SHALL CONFORM TO JIS G3112 SPECIFICATIONS.
2. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN
CONFORMANCE WITH ACI-318, AND THE MANUAL OF STANDARD PRACTICE
FOR REINFORCED CONCRETE CONSTRUCTION AND THE CONCRETE
REINFORCING STEEL INSTITUTE, OR AS MODIFIED IN THE CONSTRUCTION
DOCUMENTS.
3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
4. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS
AND IN ACCORDANCE WITH ACI 318 AND NOTES ON S-003. AS AN
ALTERNATE TO LAP SPLICES, THE CONTRACTOR WITH APPROVAL MAY
SUBMIT AS AN ALTERNATIVE, WELDED SPLICE OR MECHANICAL BUTT
SPLICE.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE
WHEN THE FINAL IN-PLACE INSPECTION IS MADE.
6. ALL "T" HEADED BARS SHALL CONFORM TO ASTM A970/A970M.
STRUCTURAL STEEL AND MISCELLANEOUS
METAL
1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE JIS
SPECIFICATION AS INDICATED BELOW.
2. BUTT WELDS, COMPLETE JOINT PENETRATION OR PARTIAL JOINT
PENETRATION ARE INDICATED AS CP OR PP RESPECTIVELY
3. WELDING SHALL BE DONE WITH E 70XX ELECTRODES AND SHALL
CONFORM TO THE CURRENT AWS REQUIREMENTS
4. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH
REQUIRED. WHERE WELD LENGTH IS NOT PROVIDED, THE WELD SHALL BE
CONTINUOUS ALONG THE ENTIRE AREA OF CONTACT. WELD SIZE SHALL
BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED.
5. HEADED STUDS SHALL BE STEEL HEADED ANCHORS WITH FLUXED END.
HEADED STUD SHALL CONFORM TO ASTM A108.
6. CAMBER:
A. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE
CAMBER. AMOUNT MEASURED IN THE FIELD PRIOR TO ERECTION
SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC
SPECIFICATIONS.
B. BEAMS DETAILED WITHOUT SPECIFIED CAMBER SHALL BE
FABRICATED SO THAT AFTER ERECTION ANY MINOR CAMBER DUE TO
ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. TOP OF ALL
MEMBERS SHALL BE CLEARLY IDENTIFIED.
7. NO DISTINCTION IS MADE ON THESE DRAWINGS BETWEEN SHOP WELDS
AND FIELD WELDS. THE CONTRACTOR HAS THE OPTION TO USE SHOP OR
FIELD WELDS PROVIDED ALL REQUIREMENTS OF APPLICABLE AWS CODES
ARE FOLLOWED.
8. ALL STEEL SHAPES, BOLTS, NUTS, WASHERS, HANDRAIL AND OTHER
MISCELLANEOUS METAL SHALL BE HOT-DIP GALVANIZED, UNLESS
OTHERWISE NOTED.
STRUCTURE DESIGN CRITERIA
DESIGN CODE:
1. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE TO UNIFIED
FACILITIES CRITERIA (UFC) SECTION UFC 4-152-01.
2. THE SMALL BOAT HARBOR IS ALSO DESIGNED TO MEET UFC 4-152-07.
3. MOORING CRITERIA PER UFC 4-159-03
VESSELS (LOADING PLATFORM):
DESIGN DEAD LOAD:
1. DEAD LOADS SHALL INCLUDE THE WEIGHT OF THE ENTIRE STRUCTURE ,
INCLUDING PERMANENT ATTACHMENTS SUCH AS LOADING ARMS,
PIPELINES, VAPOR CONTROL EQUIPMENT, ETC.
2. AN ADDITIONAL UNIFORM DEAD LOAD AS NOTED BELOW, HAS BEEN ADDED
TO THE PLATFORMS TO ACCOUNT FOR MISCELLANEOUS EQUIPMENT AND
PIPING DEAD LOADS.
LOADING PLATFORM: 1.70 KN/M² (35 PSF)
BERTHING DOLPHINS: 0.98 KN/M² (20 PSF)
DESIGN LIVE LOAD:
1. LOADING PLATFORM
A. 14.4 KN/M² (300PSF) UNIFORM LIVE LOAD
B. H-10 TRUCK LOADS, AASHTO
C. MOBILE CRANE LOAD 50 TON
D. 10 METRIC TON FORKLIFT
2. WALKWAYS, CATWALK AND GANGWAY
A. 4.7 KN/M² (100 PSF) UNIFORMLY DISTRIBUTED LIVE LOAD
B. 5 KN CONCENTRATED LIVE LOAD
C. CATWALKS CW2 AND CW3 ALSO DESIGNED FOR LOAD FROM VESSELS
ACCOMMODATION LADDER
3. SEISMIC DESIGN PARAMETERS:
A. MAPPED SHORT PERIOD ACCELERATION (SS) = 0.95G (UFC 3-301-01
TABLE F-3)
B. MAPPED 1-SECOND ACCELERATION (S1) = 0.45G (UFC 3-301-01 TABLE
F-3)
C. PROBABILLISTIC - LEVEL 2 (10% EXCEEDANCE IN 50 YEARS, OR 475
YEARS RETURN PERIOD)
D. MAPPED SPECIAL RESPONSE ACCELERATION
E. SITE CLASS = D
F. SEISMIC USE GROUP = SUG II (MODERATE IMPORTANCE RISK) (UFC
4-152-01 SECTION 3-4.5.3)
G. SEISMIC DESIGN CATEGORY = D, REQUIRES PERFORMANCE BASED
DESIGN (UFC 4-152-01 SECTION 3-4.5.3)
MOORING LOADS FROM VESSEL:
1. MOORING SERVICE TYPE (MST) TYPE I - OPERATIONAL
A. MILD WEATHER MOORING
B. WIND 35 KNOTS (18.0 M/S)
C. CURRENT 1.0 KNOTS PARALLEL TO BERTH
D. WATER LEVELS LLWL TO MHHW
E. WAVES H = 0.67 M @ 3 SECONDS
2. MOORING SERVICE TYPE (MST) TYPE IIA - EXTREME
A. STANDARD MOORING
B. WIND 50 KNOTS (25.7 M/S)
C. CURRENT 1.50 KNOTS PARALLEL TO BERTH
D. WATER LEVELS LRWL TO MHHW
E. WAVE H = 0.67 M @ 3 SECONDS
3. BERTHING:
A. DESIGN TO UFC 4-152-01
B. APPROACH VELOCITY FOR AOE-6 VESSEL = 0.10 M/S
WIND LOAD:
A. RISK CATEGORY II
B. BASIC WIND SPEED 56.4 M/S (203 KM/HR), EXPOSURE D
C. PLATFORM SHALL BE OPERATIONAL TILL SUSTAINED WIND
SPEED OF 35 KNOTS (18.0 M/S)
D. VESSELS WILL HAVE DEPARTED AT WIND SPEED EXCEEDING
50 KNOTS (25.7 M/S)
E. SEE "WIND AND WAVE ANALYSIS" REPORT BY SEA ENGINEERING
DATED OCTOBER, 2016
WAVE LOAD:
1. WAVE BREAKER WALL
A. SEE SEA ENGINEERING INC. MEMORANDUM DATED AUGUST 11, 2017
B. 50 YEAR RETURN PERIOD SIGNIFICANT WAVE HEIGHT = 1.55 M AND
PERIOD = 4 SECONDS.
C. MAX. WAVE HEIGHT = 2.8 M
2. LOADING PLATFORM/BERTHING DOLPHIN
A. SEE SEA ENGINEERING INC. MEMORANDUM DATED AUGUST 15, 2017
B. 50 YEAR RETURN PERIOD SIGNIFICANT WAVE HEIGHT = 1.55 M AND
PERIOD = 4 SECONDS. WAVE LOAD = 84.866 KN/M ON FENDER WALL.
C. MAX. WAVE HEIGHT = 2.8 M
D. WAVE LOAD = 174.189 KN/M ON FENDER WALL ON LOADING PLATFORM
WITH REFLECTION COEFFICIENT OFF EXISTING FUEL PIER 0.7
E. WAVE LOAD = 100.067 KN/M ON FENDER WALL ON BERTHING
PLATFORM WITH REFLECTION COEFFICIENT OFF EXISTING FUEL PIER
0.0
3. SMALL CRAFT HARBOR
A. SEE SEA ENGINEERING INC. MEMORANDUM DATED AUGUST 11, 2017
B. SIGNIFICANT WAVE HEIGHT = 0.91 M WITH PERIOD RANGING FROM 3
TO 5 SECONDS.
C. MAXIMUM WAVE HEIGHT = 1.3 M WITH PERIOD = 4.7 SECONDS.
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH:
B. FORMED CONCRETE EXPOSED TO EARTH AND
WEATHER
D19 THROUGH D35 BARS
D16 BAR, W31 OR D31 WIRE, AND SMALLER
C. FORMED CONCRETE EXPOSED TO EARTH AND
WEATHER (LOADING PLATFORM/BERTHING
DOLPHINS/PILE CAPS)
D. FORMED CONCRETE (FASCIA PANEL)
E. CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
SLABS, WALLS AND JOISTS:
D43 AND D35 BARS
D36 BAR AND SMALLER
BEAMS, COLUMNS AND WALL JAMBS
PRIMARY REINFORCEMENT, TIES, STIRRUPS,
AND SPIRALS:
D10 THROUGH D36
MIN. COVER
(MM)
LOCATION IN STRUCTURE STRENGTH TYPE
ALL CONCRETE 33 MPa MARINE
CONCRETE
TABLE:
CATEGORY
TYPE LOA
(M)
BEAM
(M)
DRAFT
(M)
DISPLACEMENT
(LT)
AOE-6LARGEST
HANDY SIZEMIDSIZE 24,500
FUEL BARGESMALLEST 5,000
48,800
9.0
4.2
12.5
23.0
10.4
32.6
146.0
61.0
229.8
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BAR SIZE
DESIGNATION
NOMINAL AREA
(mm^2)
NOMINAL
WEIGHT (kg/m)
NOMINAL
DIAMETER (mm)
D10 (#3) 71.3 0.56 9.5
D13 (#4) 126.7 0.995 12.7
D16 (#5) 198.6 1.56 15.9
D19 (#6) 286.5 2.25 19.1
D22 (#7) 387.1 3.04 22.2
D25 (#8) 506.7 3.98 25.4
D29 (#9) 642.4 5.04 28.6
D32 (#10) 794.2 6.23 31.8
D35 (#11) 956.6 7.51 34.9
BAR SIZE
DESIGNATION
ASTM JSI STRENGTH
D16 & SMALLER ASTM A615/ASTM A706 JIS G3112 SD295A 295 MPa (43 ksi)
D19 & LARGER ASTM A615/ASTM A706 JIS G3112 SD345 345…
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