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US Army Corps of Engineers
FY 2018 DESC 1805
UPGRADE FUEL WHARF YOKOSE
JAPAN MAP
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
ALL DIMENSIONS SHOWN IN CALLOUT/NOTES
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1001 BISHOP ST, SUITE 1600
HONOLULU, HAWAII 96813
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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
MY DIRECT SUPERVISION.
(NAME AND LICENSE)
THIS WORK WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION.
(NAME AND LICENSE)
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NO.
SHEET
NO.
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
I N
D E
X
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R A
W I N
G S
G-002
Y F
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D
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ELECTRICAL
ES101 ELECTRICAL SITE PLAN
E-501 ELECTRICAL DETAILS NO. 1
E-502 ELECTRICAL DETAILS NO. 2
INDEX TO DRAWINGS
RING
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 REMOVAL PLANCD10112
EXISTING FUEL PIER MODIFICATIONS - DEMOLITION AND REMOVAL PLANCD10213
EXISTING FUEL PIER MODIFICATIONS - DEMOLITION AND REMOVAL
SECTIONS AND DETAILS
CD10314
EXISTING FUEL PIER MODIFICATIONS - EXISTING PIPING PHOTOSCD104
S-527 MISCELLANEOUS DETAILS - PIPE EXPANSION LOOP SUPPORT SECTIONS
AND DETAILS
TOPOGRAPHIC AND BATHYMETRIC SURVEY NO. 1
V-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-20177
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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X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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M
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LIFE RING
G
R
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D
T
M
H
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N
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xEU x
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xEU xEU xEU x
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xEU xEU xEU x
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D
W
V
W
V
W
V
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W
V
W
V
LIFE RING
B
O
L
L
A
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B
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B
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D B
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XXXXXXX
X X
X X
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F
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D
M
H
D
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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 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
F
-1
-1
-2
-3
-4
-5
-6
-7
-8
-9
-12
-1
-1
-18
-2
-28
-30
-31
-32
-3
-36
-1
-2
-3
-4
-15
-3
-3
-3
-4
-6
-7
-8
-9
-12
-2
-2
-2
-2
-2
-2
-2
-3
-31
-32
-3
-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
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
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
D
E C
E M
B E
R
W
H V
D
X F
S O
L
B
N
U M
B
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
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 xWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx φ
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
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
E
N
T
R
A
N x
E U x
E U x
E U x
EU
xEU xEU x
EU
xEU xEU xEU 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
9288.324 20212.277
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
WxWx
W x
W x
W x
WxWx
W x
W x
W x
W x
WxWx
W x
W x
W x
WxWx
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
x
EU
xEU x
EU
x
EU
x
EU
x
EU
xEU x
EU
x
EU
xEU x
EU
xEU x
EU
x
EU
x
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
D
E C
E M
B E
R
W
H V
D
X F
S O
L
B
N
U M
B
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 BE RESPONSIBLE FOR ENSURING THAT CAPACITY OF EXISTING WHARF
STRUCTURE IS NOT EXCEEDED DUE TO IMPOSED LOADS FROM VEHICULAR TRAFFIC AND
CRANES. CONTRACTOR SHALL NOT IMPOSE CRANE OUTRIGGER LOADS ON EXISTING
SERVICE DUCT TRENCHES.
5. LOAD CAPACITY WITHIN FIELD OFFICE, LAYDOWN AND MATERIAL STORAGE AREA: 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.
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
PROJECT SITE ACCESS PLAN -1
SCALE: 1 : 1200
GC005
Y F
P G
C
D
W G
ALL DIMENSIONS AND/OR 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
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
D
E C
E M
B E
R
W
H V
D
X F
S O
L
B
N
U M
B
1. CONTRACTOR MAY USE ANY OF THE ACCESS ROUTES (1, 2 & 3) SHOWN
ON THIS PLAN TO ACCESS THE PROJECT SITE FROM THE BASE ENTRY
SECURITY GATE.
2. CONTRACTOR SHALL BE AWARE THAT SOME ACCESS ROUTE GRADES,
TURNS AND CURVES ARE EXTREME.
3. CONTRACTOR SHALL EVALUATE POTENTIAL ACCESS ROUTE PRIOR TO
TRANSIT.
4. SEE SPECIFICATIONS SECTION DIVISION 1, 01 11 00.00 10, CLAUSE 1.11.1
FOR ADDITIONAL ACCESS REQUIREMENTS.
5. TEMPORARY LAYDOWN AREA SITES MAY BE USED BY THE CONTRACTOR
FOR STORAGE OF CONSTRUCTION MATERIALS, PREFABRICATION, AND
TEMPORARY STORAGE OF EXCAVATED SOILS AND DEMOLISHED
MATERIALS PRIOR TO REMOVAL OFFSITE. SEE SHEET NO. GC-006 FOR
ADDITIONAL AREAS. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL
LEAVE AREA IN IT'S ORIGINAL CONDITION.
6. CONTRACTOR SHALL USE TEMPORARY LAYDOWN AREAS ACCESS ROUTE
TO ACCESS TEMPORARY LAYDOWN AREAS.
7. PRIOR TO USING TEMPORARY LAYDOWN AREA, CONTRACTOR SHALL
SUBMIT PHOTOS AND REPORT DOCUMENTING THE EXISTING CONDITION.
8. CONTRACTOR TO PROVIDE PAVED STABILIZED TRANSITION BETWEEN
ROADWAY AND TEMPORARY LAYDOWN AREA AND MAINTAIN EXISTING
DRAINAGE.
PROJECT SITE ACCES NOTES:
EXISTING
FUEL PIER
SMALL
BOAT
HARBOR
LOADING
PLATFORM
EXISTING WHARF
BASE ENTRY AND
SECURITY GATE
BERTHING
DOLPHIN BD-2
BERTHING
DOLPHIN BD-1
EXISTING WHARF
PRIMARY ROUTE
TO BASE FACILITIES
TO/FROM RTE 202
SASEBO BAY
PROJECT ACCESS
ROUTE 1
PROJECT ACCESS
ROUTE 2
PROJECT ACCESS
ROUTE 3
80m0 40
1:1200
TEMPORARY LAYDOWN
AREAS ACCESS ROUTE
TEMPORARY LAYDOWN
AREA SITE 1
(SEE NOTE 5 HEREON)
P R
O J E
T
E
A
C C
E S
S
A
N D
T E
M P
O R
A R
Y
L
A Y
D O
E
A
N
N
O
M A
T C
H L
I N
E
S
H E
G
C
FUTURE HOST NATION
PROJECT (SEE SHT NO GC003)
CONTRACTOR FIELD OFFICE,
LAYDOWN & STORAGE AREA
J
K
H O
U R
I
R
M
A S
T
R
K
A U
L
J
K
H O
U
PROJECT SITE ACCESS PLAN -2
SCALE: 1 : 1200
GC006
Y F
P G
C
D
W G
ALL DIMENSIONS AND/OR 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
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
D
E C
E M
B E
R
W
H V
D
X F
S O
L
B
N
U M
B
1. CONTRACTOR SHALL EVALUATE POTENTIAL ACCESS ROUTE PRIOR TO
TRANSIT.
2. TEMPORARY LAYDOWN AREA SITES MAY BE USED BY THE CONTRACTOR
FOR STORAGE OF CONSTRUCTION MATERIALS, PREFABRICATION, AND
TEMPORARY STORAGE OF EXCAVATED SOILS AND DEMOLISHED
MATERIALS PRIOR TO REMOVAL OFFSITE. SEE SHEET NO. GC-005 FOR
ADDITIONAL AREAS. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL
LEAVE AREA IN IT'S ORIGINAL CONDITION.
3. CONTRACTOR SHALL USE TEMPORARY LAYDOWN AREAS ACCESS ROUTE
TO ACCESS TEMPORARY LAYDOWN AREAS.
4. PRIOR TO USING TEMPORARY LAYDOWN AREA, CONTRACTOR SHALL
SUBMIT PHOTOS AND REPORT DOCUMENTING THE EXISTING CONDITION
5. CONTRACTOR TO PROVIDE PAVED STABILIZED TRANSITION BETWEEN
ROADWAY AND TEMPORARY LAYDOWN AREA AND MAINTAIN EXISTING
DRAINAGE.
PROJECT SITE ACCES NOTES:
PRIMARY ROUTE
TO BASE FACILITIES
TO/FROM RTE 202
80m0 40
1:1200
TEMPORARY LAYDOWN
AREAS ACCESS ROUTE
TEMPORARY
LAYDOWN
AREA SITE 2
P R
O J E
T
E
A
C C
E S
S
A
N D
T E
M P
O R
A R
Y
L
A Y
D O
E
A
N
N
O
M A
T C
H L
I N
E
S
H E
G
C
TEMPORARY
LAYDOWN
AREA SITE 3
TEMPORARY
LAYDOWN
AREA SITE 4
J
K
H O
U R
I
R
M
A S
T
R
K
A U
L
J
K
H O
U
Y
Y
Y
Y
Y
Y
X=9330
X=9360
X=9390
X=9420
X=9450
X=9480
X=9510
M15
M14
X
X
X
X
W
EMH
Y-12-1-2
6200908
Y-12-1-4
M13
T801
6200944
TMH
WV
6200911
6200916
UNDER CONSTRUCTION
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
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Wx
W x
W x
W x
W x
X
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EMH
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TMH
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ENTRANCE
TMH
EMH
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U x
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EMH
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L
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F
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
UNDER CONSTRUCTION
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
SAMPLE
NO.4
SAMPLE
NO.3
SAMPLE
NO.2
SAMPLE
NO.1
DMH
Y
SMH
SAMPLE B-1-1
SAMPLE B-2-S & B-2-1
SAMPLE B-3-1
SAMPLE B-4-1
SAMPLE B-5-1
1. THE TYPES, LOCATIONS, AND QUANTITIES OF HAZARDOUS MATERIALS AT THE
SITE ARE DESCRIBED IN THE PROJECT "HAZARDOUS MATERIALS INSPECTION
REPORT" BY ENVIRONMENTAL SCIENCE CORPORATION, NOVEMBER 2017.
FIELD-VERIFY THE PRESENCE AND QUANTITY OF HAZARDOUS MATERIALS
IDENTIFIED IN THE HAZMAT REPORT AND IMMEDIATELY REPORT ANY
DISCREPANCIES TO THE CONTRACTING OFFICER.
2. ENVIRONMENTAL SEABED SEDIMENT SAMPLES WERE COLLECTED AND
ANALYZED IN ACCORDANCE WITH JEGS AND GOJ REGULATIONS. REFER TO THE
PROJECT “SEABED SEDIMENT ENVIRONMENTAL REPORT” BY ENVIRONMENTAL
SCIENCE CORPORATION, NOVEMBER 2017. ELEVATED LEVELS OF ARESENIC
WERE DETECTED IN SAMPLE B-5-1 AND ELEVATED LEVELS OF TRIBUTYL TIN
WERE DETECTED IN SAMPLES B-3-1 AND B-5-1. SPOILS FROM PILE AUGURING
AND INSTALLATION MAY BE LEFT ON THE SEA FLOOR.
3. IF HIDDEN OR OTHER SUSPECT POTENTIALLY HAZARDOUS MATERIAL, WHICH
HAS NOT BEEN PREVIOUSLY CHARACTERIZED, IS ENCOUNTERED DURING
DEMOLITION OR RENOVATIONS, THE SUSPECT MATERIAL SHALL BE ASSUMED
HAZARDOUS UNTIL PROVEN OTHERWISE BY A QUALIFIED INSPECTOR. DO NOT
DISTURB THE MATERIAL AND IMMEDIATELY REPORT TO THE CONTRACTING
OFFICER AND OBTAIN CONCURRENCE TO IDENTIFY, SAMPLE, ANALYZE, AND
EVALUATE SUCH MATERIAL IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
4. DEMOLITION MUST INCLUDE ENVIRONMENTAL ABATEMENT OF HAZARDOUS
MATERIALS INCLUDING, BUT NOT LIMITED TO, LEAD PAINT. INSPECT, IDENTIFY,
REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH
PROJECT SPECIFICATIONS, OSHA, JEGS, AND PERTINENT GOJ REGULATIONS.
WHERE SUCH PROVISIONS DIFFER, THE MORE STRINGENT SHALL APPLY.
5. VERIFY TEMPORARY STORAGE AREA FOR ALL HAZARDOUS MATERIALS FOR
DISPOSAL WITH THE CONTRACTING OFFICER.
6. SECURE THE WORK AREA, PROTECT ADJOINING AREAS PRIOR TO DISTURBING
ANY MATERIAL FOR THE ABATEMENT ACTIVITY. MAINTAIN CRITICAL BARRIERS,
ISOLATION, AND WARNING SIGNS AS NECESSARY DURING ALL ABATEMENT
OPERATIONS, UNTIL FINAL CLEARANCE HAS BEEN APPROVED FOR EACH WORK
AREA. PROTECT ALL SURROUNDING AREAS, INCLUDING SOIL AND WATER, FROM
HAZARDOUS MATERIALS THROUGHOUT ABATEMENT AND DEMOLITION
ACTIVITIES.
7. ASBESTOS CONTAINING MATERIALS (ACM) WERE NOT IDENTIFIED. REFER TO
NOTE 3 SHOULD HIDDEN OR OTHERWISE SUSPECT ACM BE ENCOUNTERED.
8. PAINTS WITH LEAD (BOTH LEAD-BASED PAINT (LBP) AND LEAD-CONTAINING
PAINT) WERE IDENTIFIED. LEAD-BASED PAINT WAS FOUND TO BE IN DAMAGED
AND INTACT CONDITIONS. THE CONDITION OF PAINTS WITH LEAD MAY HAVE
WORSENED SINCE THE HAZMAT SURVEY WAS CONDUCTED. OSHA LEAD
EXPOSURE LIMITS APPLY WHEN HANDLING PAINT WITH ANY DETECTABLE
LEVELS OF LEAD.
9. REMOVE, HANDLE, AND DISPOSE OF ALL LBP AND PWL MATERIALS IN
ACCORDANCE WITH THE LEAD WORK PLAN.
10.PAINTS, COATINGS, AND OTHER LEAD ITEMS CONTAINING LEAD
CONCENTRATIONS EXCEEDING JEGS AND/OR GOJ WASTE MANAGEMENT AND
PUBLIC CLEANSING LAW HAZARDOUS WASTE REGULATORY LIMITS ARE TO BE
HANDLED AND DISPOSED OF AS SPECIALLY CONTROLLED INDUSTRIAL WASTE IN
ACCORDANCE WITH GOJ AND LOCAL PREFECTURE REGULATIONS.
11. SURFACES WHICH APPEAR TO BE HOMOGENOUS WITH THE PAINT WITH LEAD
DESCRIBED IN THE HAZMAT REPORT MUST BE ASSUMED TO CONTAIN A
COMPARABLE AMOUNT OF LEAD, AND MUST BE HANDLED IN ACCORDANCE WITH
APPLICABLE REGULATIONS AND THE PROJECT SPECIFICATIONS.
12. VERIFY LIGHTING BALLASTS FOR PRESENCE OF PCBS, SUBSEQUENTLY REMOVE
AND SEGREGATE PCB-CONTAINING AND NON-PCB CONTAINING BALLASTS FOR
LIGHTING FIXTURES. SEGREGATE BALLASTS BY US-MADE AND FOREIGN-MADE
BALLASTS, STORE IN ACCORDANCE WITH JEGS. COORDINATE WITH THE
CONTRACTING OFFICER FOR STORAGE AND TURN-IN REQUIREMENTS.
13. INSPECT, IDENTIFY, REMOVE INTACT, AND DISPOSE OF FLUORESCENT AND HIGH
INTENSITY DISCHARGE (HID) LIGHT BULBS SUSPECT FOR CONTAINING MERCURY
IN ACCORDANCE WITH THE PCB AND LAMP REMOVAL WORK PLAN.
14.EXISTING UTILITIES ARE SHOWN BASED ON AVAILABLE AS-BUILT DRAWINGS AND
BASE UTILITY SHOP INFORMATION. PRIOR TO START OF DEMOLITION, CONFIRM
LOCATION OF ALL EXISTING UTILITIES AND DISCONNECT AND CAP ALL EXISTING
UTILITIES UNLESS NOTED OTHERWISE. SHOW ALL EXISTING UTILITIES AND
LOCATIONS OF CAPS/DISCONNECTIONS IN THE DEMOLITION PLAN, PER THE
REQUIREMENTS OF SECTION 02 41 00.
15. CONTRACTOR SHALL SUBMIT AND HAVE APPROVED LEAD WORK PLAN PRIOR TO
START OF HAZMAT REMOVAL IN ACCORDANCE WITH SECTION 02 83 13.00 20.
16. CONTRACTOR SHALL CONDUCT PREPARATORY MEETING WITH APPROVED LEAD
WORK PLAN AND ACTIVITY HAZARD ANALYSIS (AHA) PRIOR TO START OF
HAZMAT REMOVAL IN ACCORDANCE WITH SECTION 02 83 13.00 20.
17. CONTRACTOR SHALL IMPLEMENT STORM WATER BEST MANAGEMENT
PRACTICES (BMP) IN ACCORDANCE WITH THE JEGS AND CFAS INSTALLATION
STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
18.PRIOR TO START OF MARINE WORK, CONTRACTOR SHALL COORDINATE ALL
MARINE WORK WITH THE JAPAN COAST GUARD AND LOCAL SEGAWA AND
SASEBO FISHERIES ASSOCIATIONS, INCLUDING REQUIRED WORK PLANS,
SCHEDULES, AND FISHERIES WATCH BOAT.
H A
Z A
R D
O U
S
M
A T
E R
I A
L S
H-101
HAZARDOUS MATERIALS
A1
SCALE: 1:400
R W
N
R W
N
J O
K R
1:400
GRAPHIC SCALE:
10 0 3010
NOTES:
LEGEND:
SEABED SEDIMENT ENVIRONMENTAL SAMPLE
SEE NOTE 2.
ENVIRONMENTAL SOIL SAMPLE
SEE NOTE 1.
BLDGS 6200908, 6200898 AND
PIPING ON PIER TESTED
FOR ACM & LBP.
SEE NOTE 1.
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
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
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
RTA SUBMITTAL
Y F
P H
X=9390
X=9420
X=9450
X=9480
X=9510 φ
6200908
M13
6200944
6200916
UNDER CONSTRUCTION
φ φ φ
6200946 φ
6200910
M7
M8
M9
M10
M11
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
GROUND
EMH
L
I
N
G
GROUND
F
U
E
L
F
U
E
L
F
U
E
L
F
F
F
F
F
U
E
L
TMH
EMH
GROUND
EMH
GROUND
L
I
GROUND
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L F
U
E
L
L
I
N
G
BOLLARD
BOLLARD
CO
AC
LP
LP
LP
LP
LP
BOLLARD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TBM.Y1
DL=4.324m
T6
5.135
T8
4.875
T9
4.883
YO-01J
4.730
KBM3
DL=4.863m
T7
5.215
T4
4.722
5.22
4.71
4.72
4.71
4.77
4.76
4.93
4.74
4.70
5.10
4.70
4.85
4.71
5.07
4.69
4.61
(5.54)
(5.55)
(5.33)
4.54
(5.33)
(5.33)
(5.33)
(5.56)
(5.55)
5.81
5.82
(5.55)
(5.65)
(5.16)
(5.65)
(5.59)
(5.64)
(5.61)
(5.54)
(5.60)
3.92
4.36
4.40
4.27
4.79
4.71
4.71
4.71
5.27
5.13
5.11
5.09
3.16
5.11
4.68
4.73
1.94
(3.21)
(3.17)
(3.21)
(3.20)
(3.21)
(3.17)
2.76
1.59
(5.44)
4.75
4.76
3.91
4.79
4.85
5.50
5.15
4.86
2.19
4.73
4.91
4.92
4.93
4.75
5.38
4.76
4.75
4.78
4.77
4.77
4.77
4.63
4.60
4.80
4.73
4.73
4.86
4.65
4.82
3.83
2.93
4.01
4.17
3.17
(4.46)
(4.56)
3.30
(4.83)
(4.89)
3.43
(4.96)
3.49
(4.75)
3.43
5.20
5.14
5.10
5.01
5.32
5.23
5.31
5.33
5.33
5.36
5.14
5.34
4.92
5.31
4.78
5.05
5.21
5.42
5.17
5.04
5.16
5.27
5.12
5.14
5.18
(4.62)
(4.80)
(4.72)
3.95
4.89
4.85 4.85
4.90
3.98
5.06
5.06
5.06
5.07
4.86
4.90
4.89
5.63
5.66
4.99 4.90
4.90
5.07
5.07
5.07
5.07
5.07
4.60
4.61
4.59
4.58
4.59
4.89
4.90
4.89
4.89
4.86
4.87
4.85
4.79
4.78
4.81
4.89
5.63
5.62
4.69
4.67
4.65
4.50
5.70
5.75
5.05
5.05
5.06
4.89
4.89
5.06
5.07
5.07
4.99
4.91
5.07
5.65
5.07
5.66
5.07
4.96
4.85
4.84
5.01
(6.25)
(6.78)
(6.77)
(6.70)
4.64
5.40
5.72
4.68
5.92
4.51
5.95
4.67
5.93
5.94
5.84
4.76
5.73
5.66
5.62
4.82
5.65
4.93
5.41
4.89
5.31
5.76
5.33
5.52
5.35
(3.46)
(3.46)
(3.57)
6.00
1.84
0.98
1.95
1.06
1.72
1.03
4.73
4.71
4.72
4.73
4.71
4.60
4.61
5.17
5.68
4.73
5.12
5.18
4.71
4.69
4.70
4.71
4.71
4.72
4.71
4.71
4.72
4.70
4.72
4.60
4.61
4.61
4.60
5.13
5.38
5.16
4.62
4.62
4.63
4.86
4.86
4.87
4.87
4.86
4.85
4.85
4.86
4.86
4.86
4.86
4.86
4.86
4.86
4.85
4.86
4.86
4.87
4.86
4.84
4.86
4.85
4.86
4.85
4.77
5.18
4.67
4.65
4.65
4.88
4.59
4.60
4.60
5.21
4.76
4.86
4.86
4.89
6.12
5.60
5.13
4.79
4.73
5.44
5.43
5.04
4.72
4.67
4.64
4.64
4.87
5.49
4.85
5.86
5.84
4.72
4.66
5.90
5.91
4.65
5.84
5.05
5.65
5.20
5.06
4.45
4.74
5.32
5.04
5.39
4.53
5.39
5.46
5.55
4.95
5.66
4.60
4.60
4.60
4.60
4.61
4.60
4.59
4.60
4.85
4.81
4.61
4.61
4.61
4.61
4.61
4.59
4.60
4.59
4.80
4.85
4.84
4.79
4.86
4.85
4.85
4.85
4.84
4.80
4.83
4.67
5.63
5.62
4.70
4.71
4.66
5.01
5.39
5.38
5.32
5.33
5.36
5.24
5.19
5.19
5.19
5.23
4.73
4.77
2.17
2.25
2.25
3.35
3.77
4.61
5.02
5.04
5.07
5.19
4.71
4.71
4.72
4.73
4.71
4.71
4.71
4.72
4.72
4.70
4.59
4.61
5.16
5.10
4.85
4.91
4.95
5.06
4.92
4.79
2.80
3.17
2.29
5.24
4.66
4.62
4.53
4.58
4.56
6.02
6.01
5.18
EP
EP
EP
UNDER CONSTRUCTION
BOLLARD
ENTRANCE
EP
(5.38)
5.11
E x
E x
E x
Ø220
Ø320Ø320
Ø320Ø320Ø320Ø320Ø320
Ø220
Ø220
Ø420
Y
Y
Y
Y
X=9420
X=9450
X=9480
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F U
E L
F
U
E
L
F
U
E
L
F
U
E
L
FLANGE
CONNECTION
BOX
W350 H250
W400 H400
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
LP
(Y-12-1-4)
SOURCE: JAPAN COAST GUARD, 2016
NOTES:
DL: DATUM LINE
HWL: HIGH WATER LEVEL
LLWL: LOWEST LOW WATER LEVEL
MSL: MEAN SEA LEVEL
LLWL 0.00 M
DL 0.00 M
MSL +1.65 M
HWL +3.30 M
"YO-01J"
YOKOSE WHARF
LLWL +4.73 M
E
20170.244
4.811
4.863
ELEVATION
KBM2
KBM1 9284.675
9372.205
9505.267
20067.122
19911.431
YO-01J
9431.099
9436.105
19987.102
19991.779
4.324
4.730
COORDINATES
N
KBM3
TBM.Y1
4.868
No.
4.55120036.1669356.688YO-02J
4.865
4.874
4.722
5.203
20087.2689314.258T1
20115.3059330.189T2
20031.6619401.956T4
20017.2719317.557T5
4.83320067.5489369.977T3
5.13520007.4379382.497T6
5.21519951.2419391.990T7
4.87519911.6689503.930T8
4.88319960.7849462.387T9
TELEPHONE MANHOLE
TRAFFIC SIGN
SEWER MANHOLE
WATER VALVE
ELECTRIC MANHOLE
WV
TMH
EMH
SMH
WATER MANHOLE
ASPHALT PAVEMENT
CONTROL POINT
WATER LINE
UNDERGROUND ELECTRIC LINE
AS
WV
YO-02J
STORM DRAINAGE MANHOLEDMH
SLOPE
CO
ASPHALT BOUNDARY LINE
LP
LEGEND
TITLE
CONCRETE PAVEMENT
FENCE
BUILDING
SYMBOL
X X
LIGHT POLE W/ NUMBER (IF KNOWN)
VALVE TOP ELEVATION
CONCRETE PIPECP
LAND SURVEY NOTES:
1. TOPOGRAPHIC SURVEY COORDINATE SYSTEM IS THE JAPAN GEODETIC
DATUM (JGD) 2011, ZONE 1 AND IS IN INTERNATIONAL METRIC UNITS.
VERTICAL DATUM IS THE SASEBO LOWEST LOW WATER LEVEL (LLWL)
2. THE "CONTROL POINTS SUMMARY TABLE" SHOWS THE INFORMATION
FOR THE BENCHMARKS ESTABLISHED AROUND THE ENTIRE PERIMETER
OF THE SITE IN CFAS SASEBO, YOKOSE WHARF, NAGASAKI, JAPAN.
3. SURVEY CONDUCTED BY:
ENVIRONMENTAL SCIENCE CORPORATION
NAKAGAMI SHOJI BLDG 201, 3-11-33 AGEDA, OKINAWA CITY
OKINAWA, 904-0012 JAPAN TEL. 011-81-098-989-0426
REGISTERED SURVEYOR: MR. AKIHIKO SAITO
JAPAN REGISTERED SURVEYOR, REGISTRATION NO: H20-918
4. DATE OF TOPOGRAPHIC SURVEY: JUNE 2016
5. LOCATION OF EXISTING UTILITY MAINS AND SERVICE LATERAL LINES
SHOWN IN THE SURVEY MAP ARE APPROXIMATE AND BASED ON BEST
AVAILABLE INFORMATION PROVIDED BY OTHERS.
6. SPOT ELEVATIONS SHOWN IN ( ) INDICATES ELEVATIONS TAKEN AT THE
BOTTOM OF SITE FEATURES (BOTTOM OF TRENCHES, PIPES, ETC)
FIRE PROTECTION LINE
VT3.25
Wx
Ex
F
EP
ELECTRICAL POLE
CONTROL POINTS
SUMMARY TABLE
(5.61)
4.98
BOTTOM SPOT ELEVATION
SPOT ELEVATION
BOLLARD
BUMPERS
BOLLARD
POWER GROUNDGROUND
MAJOR CONTOUR LINES
MINOR CONTOUR LINES
SITE ROCK
FUEL TRENCH
SEA WALL
CONCRETE POLE
CP
FUEL LINE
FUEL
LIFE RINGLIFE RING
(Y-12-1-2)
M1
ELECTRIC POTENTIAL
MEASUREMENT PORT
(CATHODIC PROTECTION)
HYDROGRAPHIC SURVEY NOTES:
1. VERTICAL DATUM: LLWL, METERS
2. COORDINATE SYSTEM: JGD 2011
3. HORIZONTAL CONTROL: KBM2
9372.205N, 20067.122E
4. VERTICAL CONTROL: KBM2
ELEVATION = 4.811 METERS LLWL
5. SURVEY DATES: 7/30/2016-7/31/2016
6. SURVEY EQUIPMENT:
R2SONIC 2020 MULTIBEAM TRANSDUCER
ODOM HYDROTRAC SINGLEBEAM ECOSOUNDER
SBG EQUINOX IMU
LEICA GS/CS-14 RTK ROVER
LEICA SYSTEM 1200 RTK BASE
TRIMBLE SPS-461 HEADING SENSOR
AML SOUND VELOCITY PROBE
7. DEPTH CONTOUR INTERVAL: 1 METER
8. CONTOURS GENERATED FROM 1 METER AVERAGE SORT
9. SURVEY CONDUCTED TO EM 1110-2-1003 STANDARDS
M1
M2
M6
M15
M14
M5
M4 φ
LP
φ
6200908
M13
T801
6200944
6200911
6200916
UNDER CONSTRUCTION
6200946
6200910
M7
M8
M9
M10
M11
X
X
GROUND
L
I
N
G
GROUND
ENTRANCE
EMH
EMH
ENTRANCE
GROUND
GROUND
L
I
N
G
GROUND
L
I
N
G
CO
AC
M3
X
X
X
UNDER CONSTRUCTION
ENTRANCE
CP
FLAG POLE
D
C
IP
(Y-107)
LP
(Y-12-1-2)
LP
(Y-12-1-4)
SASEBO TIDAL DATUMS
S U
R V
E Y
T O
P O
G R
A P
H
T
H Y
M E
T R
R
V E
Y
N
O
V-001
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
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
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
J O
J O
R W
N
K R
TOPOGRAPHIC SURVEY - 1
A1
SCALE: 1:300
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/ NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 300
10 15M
M
A
T
C
H
L
I
V
M
A
T
C
H
L
I
KEY PLAN:
V-001
V-002
RTA SUBMITTAL
I S
O
A
Y
F P
V
X F
W x
W x
W x
W x
W x
W x
W x
W x
M1
M2
M6
M15
M14
M5
M4 φ
EMH
LP
φ
6200908
T801
TMH
WV
6200911
6200916 φ φ φ
6200946 φ
6200910
W x
W x
W x
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
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
LP
EMH
EMH
L
I
N
G
GROUND
TMH
EMH
ENTRANCE
TMH
EMH
EMH
E
U x
EMH
ENTRANCE
GROUND
EMH
GROUND
WV
WV
WV
WV
WV
WV
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L F
U
E
L
L
I
N
G
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
LP
BOLLARD
LP
LP
LP
LP
LP
LP
M3
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
F
F
F
F
F
F
T6
5.135
T4
4.722
KBM2
DL=4.811m
T3
4.833
YO-02J
4.551
T5
5.203
T1
4.865
T2
4.874
KBM1
DL=4.868m
4.72
5.22
5.63
5.69
4.71
4.72
4.71
4.77
4.77
4.76
4.93
4.74
4.70
5.10
4.70
4.85
4.71
5.07
4.69
4.61
(5.54)
(5.55)
(5.33)
4.54
(5.33)
(5.33)
(5.33)
(5.56)
(5.55)
5.81
5.82
(5.55)
(5.65)
(5.16)
(5.65)
(5.59)
(5.64)
(5.61)
(5.54)
(5.60)
3.92
4.36
4.40
4.27
4.79
4.71
4.71
4.71
5.27
5.13
5.11
5.09
3.16
5.11
4.68
4.68
5.49
5.45
5.36
5.34
5.21
5.08
5.16
5.24
5.34
5.52
(4.98)
(5.03)
(4.95)
(4.76)
(4.37)
(4.91)
(5.00)
4.92
(4.19)
4.83
4.82
4.84
4.85
4.85
4.85
4.90
4.79
4.88
4.82
4.88
4.85
4.92
4.88
4.96
4.84
5.00
4.81
5.01
4.81
4.98
4.84
4.94
4.88
4.94
4.89
4.98
4.85
5.00
4.80
5.02
4.84
4.80
4.98
4.84
4.94
4.88
4.94
4.88
4.98
4.84
5.02
4.81
4.84
5.01
4.98
4.94
4.79
4.93
4.84
4.96
4.88
4.97
4.87
4.82
4.77
4.82
4.79
4.81
4.83
4.77
4.94
4.81
4.92
4.84
4.87
4.84
4.85
4.82
4.86
4.78
4.83
4.88
4.81
4.84
4.85
4.84
4.86
4.86
4.81
4.92
4.86
4.91
4.94
4.85
4.85
4.86
4.93
4.93
4.85
4.86
4.94
4.92
4.88
4.16
4.15
4.16
3.40
3.40
3.41
2.65
2.65
2.66
1.93
1.90
1.91
4.32
5.31
4.32
4.78
4.75
3.36
3.34
4.96
4.97
5.13
(4.54)
(4.53)
5.08
(4.25)
(4.24)
(4.79)
5.06
5.06
4.99
5.01
5.65
5.08
5.06
5.08
4.88
5.00
5.13
5.07
5.65
(4.78)
5.06
(5.81)
4.90
(5.93)
5.13
(5.94)
5.66
(5.94)
4.90
5.14
5.07
5.65
5.23
5.22
5.59
5.06
5.61
5.11
5.61
5.03
5.02
4.84
4.89
5.05
4.73
5.07
4.76
4.17
4.07
(4.62)
(4.72)
(4.62)
(4.60)
(4.60)
(4.67)
(4.66)
(4.69)
(4.69)
1.01
1.94
(3.21)
(3.17)
(3.21)
(3.20)
(3.21)
(3.17)
2.76
5.29
(4.45)
(4.48)
4.87
4.79
5.12
5.19
5.18
5.21
5.17
5.24
5.18
4.93
4.85
4.82
4.89
5.06
4.79
4.71
5.01
5.09
5.16
5.16
5.09
5.07
(4.93)
5.27
5.22
5.07
1.59
4.78
4.81
(5.45)
(5.44)
4.92
4.75
4.76
4.91
4.92
4.93
4.75
5.38
4.76
4.75
4.63
4.60
4.80
4.73
4.73
4.86
4.65
4.82
3.83
2.93
4.01
4.17
3.17
(4.46)
(4.56)
3.30
(4.83)
(4.89)
3.43
(4.96)
3.49
(4.75)
3.43
5.20
5.14
5.10
5.01
5.31
5.32
5.15
5.45
5.46
5.36
5.40
5.41
5.40
5.62
5.51
5.50
5.53
5.45
5.23
5.31
5.33
5.33
5.36
5.14
5.34
4.92
5.31
4.78
5.05
5.42
(4.62)
(4.80)
(4.72)
3.95
1.84
0.98
1.95
1.06
1.72
1.03
4.85
4.64
4.85
4.73
4.73
4.60
5.53
5.22
5.22
5.01
5.01
5.41
4.73
5.12
5.18
4.71
4.71
4.72
4.71
4.71
4.70
4.70
4.72
4.60
4.61
4.61
4.60
5.13
5.38
5.16
5.05
5.05
4.93
4.92
4.83
4.55
4.81
4.56
4.78
4.57
4.74
4.59
4.62
4.62
4.63
4.87
5.12
5.13
4.80
5.46
5.44
5.35
5.36
5.33
5.30
5.26
5.30
5.22
5.22
5.14
4.87
4.92
4.94
5.00
5.02
5.23
5.34
5.44
5.52
4.79
4.73
4.77
4.61
5.02
5.04
5.07
5.19
4.71
4.72
4.73
4.71
4.71
4.71
4.72
4.72
4.70
4.59
4.61
4.60
5.16
5.10
4.85
4.90
5.03
5.06
4.90
4.81
4.71
4.63
4.71
4.79
4.74
5.12
5.14
5.15
5.07
4.81
4.67
4.85
4.91
4.95
5.06
4.92
4.79
2.80
4.88
4.94
VT3.25
5.35
5.42
VT5.11
VT5.00
VT4.89
5.29
5.08
5.03
VT5.19
VT4.51
VT5.08
VT4.86
(4.60)
3.17
2.29
4.63
5.24
4.66
4.62
4.53
4.58
4.56
4.63
4.68
(4.82)
(4.77)
(4.72)
(4.67)
(4.72)
(4.85)
5.48
5.18
4.72
DMH
DMH
TOP 5.33
O
O
SMH
TOP 5.45
2.55
2.56
EP
EP
EP
EP
UNDER CONSTRUCTION
EP
(5.38)
5.11
CP
E x
E x
FLAG POLE
D
C
D
C
BOX W1200 x H1100
Ø220
Ø320Ø320
Ø320Ø320Ø320Ø320Ø320
Ø220
Ø220
Ø420
Y
Y
Y
Y
Y
Y
X=9420
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F U
E L
F
U
E
L
F
U
E
L
F
U
E
L
FLANGE
CONNECTION
BOX
W350 H250
W400 H400
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
F
U
E
L
(Y-107)
LP
(Y-12-1-2)
LP
(Y-12-1-4)
M1
M2
M6
M15
M14
M5
M4 φ
EMH
LP
6200908
M13
T801
6200944
6200911
6200916
UNDER CONSTRUCTION
6200946
6200910
M7
M8
M9
M10
M11
X
X
GROUND
EMH
EMH
L
I
N
G
GROUND
EMH
ENTRANCE
EMH
EMH
EMH
ENTRANCE
GROUND
EMH
GROUND
L
I
N
G
GROUND
L
I
N
G
CO
AC
M3
X
X
X
EP
EP
EP
EP
EP
EP
UNDER CONSTRUCTION
ENTRANCE
EP
CP
FLAG POLE
(Y-107)
LP
(Y-12-1-2)
LP
(Y-12-1-4)
S U
R V
E Y
T O
P O
G R
A P
H
T
H Y
M E
T R
R
V E
Y
N
O
V-002
TOPOGRAPHIC SURVEY - 2
A1
SCALE: 1:300
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
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
US Army Corps of Engineers
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUT/ NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED.
GRAPHIC SCALE
SCALE: 1 : 300
10 15M
M
A
T
C
H
L
I
M
A
T
C
H
L
I
KEY PLAN:
V-001
V-002
NOTES:
1. FOR NOTES, LEGENDS AND CONTROL POINTS
SEE DRAWING V-001.
Y F
P V
X F
J O
J O
R W
N
K
DRILLING LOG
DIVISION INSTALLATION Sasebo Naval Base, Yokose Wharf, Japan
SHEET 1 OF 5 SHEET
1. PROJECT
Upgrade Fueling Wharｆ Yokose Sasebo
10. SIZE AND TYPE OF BIT 88mm Dia. Single Core Tube Bit & Split Spoon sampler
11. DATUM FOR ELEVATION SHOWN
Sasebo Bay, Lowest Low Water Level (LLWL)
2. LOCATION N: 19874.909 , E: 9536.602 (JGD 2011, Zone 1 Datum)
3. DRILLING AGENCY
Nagasaki Nichibo (Phone: 0957-47-6880)
4. HOLE ID NO. (As shown on drawing title and file number) B-1
5. NAME OF DRILLER Suetsugu, Makoto
6. DIRECTION OF HOLE
VERTICAL INCLINED ____ DEG. FROM VERT.
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK 6.55m
9. TOTAL DEPTH OF HOLE 10.00m
12. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED
3/0
14. TOTAL NUMBER CORE BOXES 1
15. ELEVATION GROUND WATER None
16. DATE HOLE STARTED 08 Dec. 2016 COMPLETED 13 Dec. 2016
17. ELEVATION TOP OF HOLE EL = -14.71 m
18. TOTAL ROCK CORE RECOVERY
19. SIGNATURE OF INSPECTOR Oshiro, Yoshinori
LEGEND
DEPTH
(m)
EL
(m)
Total Blow
Count Of
S.P.T
STANDARD PENETRATION TEST
DEPTH &
Blow count
/10 cm
N Value
CLASSIFICATION OF MATERIALS
(Description)
ENVIRONMENTAL SCIENCE CORPORATION PROJECT: HOLE No.
B-1 Upgrade Fueling Wharｆ Yokose Sasebo
0.00
CFA Sasebo, Japan
10 20 30 40 50
SAMPLE
TEST
-14.71
DISTURBED SAMPLE UNDISTURBED SAMPLELEGEND:
D1-C
13. TOTAL NO. OF SAMPLES TAKEN
(TAKEN / TESTED)
5.00
3.00
1.00
4.00
8.00
6.00
7.00
9.00
-24.71
Alternating Layer of Sandstone and Shale
Dark Gray / Slightly Weathered Fresh Rock
Rock core mostly sampled as pieces that were clasts to columns in shape. Rock status was fresh and hard. Core broken along the bedding plane by moderate strength of hammer strike. Crack zones in some places contain rock fragments and clay inflow along the crack plane.
2.00
3.45
-18.16
10.00
10.50
10.00m
Sandy Gravel (GP) w/ Coobles
Dark Grey
Layer interspersed with plenty of weathered sandstone cobbles of 70 to 150mm diameter. Matrix consists of clay mixed with sand.
RQD=60%
RQD=56%
ROCK UNCONFINED COMPRESSION TEST
BOTTOM OF BOREHOLE
6.55 m
RQD=50%
RQD=76%
RQD=88%
RQD=66%
RQD=67%
E N
V I R
O N
M E
N T
A L
T
E S
T I N
G
Nakagami Shoji Building 201. 3-11-33 Ageda Okinawa City, Okinawa, 904-0012, Japan
DRILLING LOG
DIVISION INSTALLATION Sasebo Naval Base, Yokose Wharf, Japan
SHEET 2 OF 5 SHEET
1. PROJECT
Upgrade Fueling Wharｆ Yokose Sasebo
10. SIZE AND TYPE OF BIT 88mm Dia. Single Core Tube Bit & Split Spoon sampler
11. DATUM FOR ELEVATION SHOWN
Sasebo Bay, Lowest Low Water Level (LLWL)
2. LOCATION N: 19996.934 , E: 9453.510 (JGD 2011, Zone 1 Datum)
3. DRILLING AGENCY
Nagasaki Nichibo (Phone: 0957-47-6880)
4. HOLE ID NO. (As shown on drawing title and file number) B-2
5. NAME OF DRILLER Suetsugu, Makoto
6. DIRECTION OF HOLE
VERTICAL INCLINED ____ DEG. FROM VERT.
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK 5.00m
9. TOTAL DEPTH OF HOLE 10.00m
12. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED
4/0
14. TOTAL NUMBER CORE BOXES 1
15. ELEVATION GROUND WATER None
16. DATE HOLE STARTED 05 Dec. 2016 COMPLETED 08 Dec. 2016
17. ELEVATION TOP OF HOLE EL = -15.92 m
18. TOTAL ROCK CORE RECOVERY
19. SIGNATURE OF INSPECTOR Oshiro, Yoshinori
LEGEND
DEPTH
(m)
EL
(m)
Total Blow
Count Of
S.P.T
STANDARD PENETRATION TEST
DEPTH &
Blow count
/10 cm
N Value
CLASSIFICATION OF MATERIALS
(Description)
ENVIRONMENTAL SCIENCE CORPORATION PROJECT: HOLE No.
B-2 Upgrade Fueling Wharｆ Yokose Sasebo
0.00
CFA Sasebo, Japan
10 20 30 40 50
SAMPLE
TEST
-15.92
DISTURBED SAMPLE UNDISTURBED SAMPLELEGEND:
D1-C
13. TOTAL NO. OF SAMPLES TAKEN
(TAKEN / TESTED)
5.00
3.00
1.00
4.00
8.00
6.00
7.00
9.00
-25.92
Alternating Layer of Sandstone and Shale
Brownish Gray to Dark Gray / Slightly Weathered Fresh Rock
Rock core sampled in columnar shape. The rock is fresh and hard making a metallic sound when struck by the hammer. At 9.9m depth gravel was interspersed.
5.30
-21.22
2.00
10.00
10.50
Sandstone
Light Brownish Grey / Slightly Weathered
Rock core sampled as pieces that were clasts to columns in shape. One crack zone containing clay inflow along the crack plane was observed. Core broken by moderate strength of hammer strike.
10.00m
ROCK UNCONFINED COMPRESSION TEST
BOTTOM OF BOREHOLE
5.00 m
E N
V I R
O N
M E
N T
A L
T
E S
T I N
G
Nakagami Shoji Building 201. 3-11-33 Ageda Okinawa City, Okinawa, 904-0012, Japan
DRILLING LOG
DIVISION INSTALLATION Sasebo Naval Base, Yokose Wharf, Japan
SHEET 3 OF 5 SHEET
1. PROJECT
Upgrade Fueling Wharｆ Yokose Sasebo
10. SIZE AND TYPE OF BIT 88mm Dia. Single Core Tube Bit & Split Spoon sampler
11. DATUM FOR ELEVATION SHOWN
Sasebo Bay, Lowest Low Water Level (LLWL)
2. LOCATION N: 20014.299 , E: 9439.275 (JGD 2011, Zone 1 Datum)
3. DRILLING AGENCY
Nagasaki Nichibo (Phone: 0957-47-6880)
4. HOLE ID NO. (As shown on drawing title and file number) B-3
5. NAME OF DRILLER Suetsugu, Makoto
6. DIRECTION OF HOLE
VERTICAL INCLINED ____ DEG. FROM VERT.
7. THICKNESS OF OVERBURDEN
8. DEPTH DRILLED INTO ROCK 5.10m
9. TOTAL DEPTH OF HOLE 10.00m
12. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED
4/1
14. TOTAL NUMBER CORE BOXES 1
15. ELEVATION GROUND WATER None
16. DATE HOLE STARTED 01 Dec. 2016 COMPLETED 03 Dec. 2016
17. ELEVATION TOP OF HOLE EL = -15.87 m
18. TOTAL ROCK CORE RECOVERY
19. SIGNATURE OF INSPECTOR Oshiro, Yoshinori
LEGEND
DEPTH
(m)
EL
(m)
Total Blow
Count Of
S.P.T
STANDARD PENETRATION TEST
DEPTH &
Blow count
/10 cm
N Value
CLASSIFICATION OF MATERIALS
(Description)
ENVIRONMENTAL SCIENCE CORPORATION PROJECT: HOLE No.
B-3 Upgrade Fueling Wharｆ Yokose Sasebo
0.00
CFA Sasebo, Japan
10 20 30 40 50
SAMPLE
TEST
-15.87
DISTURBED SAMPLE UNDISTURBED SAMPLELEGEND:
D1-C
13. TOTAL NO. OF SAMPLES TAKEN
(TAKEN / TESTED)
5.00
3.00
1.00
4.00
8.00
6.00
7.00
9.00
-25.87
Alternating Layers of Sandstone and Shale
Brownish Gray to Dark Gray / Slightly Weathered Fresh Rock
Rock core sampled as pieces that were clasts to columns in shape. Gravel rocks are sometimes thinly interspersed.
8.20
-24.07
2.00
10.00
10.50
Sandstone
Light Brownish Grey / Slightly Weathered
Rock core mostly sampled as as pieces that were columns to rods in shape. Clay inflow along the crack plane observed at one crack location. Core broken by moderate strength of hammer strike.
10.00m
Sandy Gravel (GP) w/ Coobles
Dark Grey
High proportion of gravel until 1.0m depth. Layer interspersed with plenty of weathered sandstone cobbles of 100 to 300mm diameter. Matrix consists of sand and clay. At 3.45m and 4.45m depths, dark grey sandstone rock intermingling this layer was observed.
ROCK UNCONFINED COMPRESSION TEST
BOTTOM OF BOREHOLE
6.10 m
RQD=54%
RQD=84%
RQD=70%
RQD=60%
RQD=47%
E N
V I R
O N
M E
N T
A L
T
E S
T I N
G
Nakagami Shoji Building 201. 3-11-33 Ageda Okinawa City, Okinawa, 904-0012, Japan
1.15
1.45
6 2, 2, 2
2.15
2.45
6 2, 2, 2
3.15
3.45
42 8, 13, 21
4.00
4.01
50/1cm
5.00
5.01
50/1cm
6.00
6.01
50/1cm
7.00
7.01
50/1cm
8.00
8.01
50/1cm
9.00
9.01
50/1cm
10.00
10.01
50/1cm
9.15
-25.07
Sandy Gravel (GP) w/ Coobles
Dark Grey
Layer interspersed with plenty of weathered sandstone cobbles of 50 to 100mm diameter. Matrix consists of sand and clay.
Sandstone
Light Green Brown/ Slightly Weathered
Rock core sampled as pieces that were gravels to columns in shape.
-20.92
1.15
1.45
5 2, 1, 2
2.15
2.45
6 2, 2, 2
3.15
3.45
10 3, 3, 4
5.00
5.02
50/2cm
6.00
6.01
50/1cm
7.00
7.01
50/1cm
8.00
8.01
50/1cm
9.00
9.01
50/1cm
10.00
10.01
50/1cm
4.15
4.45
27 9, 10, 8
RQD=31%
RQD=55%
RQD=68%
RQD=65%
RQD=79%
4.90
-20.77
1.15
1.45
8 2, 3, 3
2.15
2.45
9 3, 3, 3
3.15
3.45
18 5, 5, 8
5.00
5.03
50/3cm
6.00
6.03
50/3cm
7.00
7.04
50/4cm
8.00
8.02
50/2cm
9.00
9.02
50/2cm
10.00
10.01
50/1cm
4.15
4.45
26 7, 9, 10
0/2 (Rock Coring)0/2 (Rock Coring)0/2 (Rock Coring)
W
6200898
6200908
6200944
6200911
6200916
W
R
E
6200946
6200910
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X X
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X X X
X X X
X X X
X X
X X
X
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F
F
F
F
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F
F
F
F
F
F
F
F
F
F
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F
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F
F
F
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E
N
T
R
A
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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
F
F
LEGEND:
BORING LOCATION
B-1
B-2 B-3 B-4
B-5
FLANGE
CONNECTION
BOX
T801
B O
R I N
G
L O
B-101
J O
J O
R W
N
K R
SITE PLAN
SCALE : NTS
BORING LOGS
A1
SCALE : NTS
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
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
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