A.1.9_Drawings,_Naha_Port_(7_Nov_17).pdf
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Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
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P A C I F I C O C E A N
LOCATION MAP
NAGO
NAHA
OKINAWA
E A S T C H I N A S E A
IE SHIMA
U S A
R M
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O R
P S O
F E
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NAHA CITY
WHARF
COMMERCIAL
MILITARY WHARF
AIRPORT
NAHA
EAST CHINA SEA
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K A
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HW
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RIVER
KOKUBA
NAHA HARBOR306
307305
H W
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NAHA W
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HWY 390
H W
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DREDGE WHARVES B0001-B0005,
T H
O M
A S D S
M
IT
H P .E
A P
O A
P
-5
NAHA PORT, JAPAN
FY18 PN 87597,
G-001
J A
P A
N D
IS
T R
IC
T
1 1
JAPAN DISTRICT
NTS
SCHEDULE OF DRAWINGS
PROJECT SITE
AREA
DREDGING
PROJECT
VICINITY MAP
GENERAL NOTES LEGEND AND ABBREVIATIONS
-9.570
®of Engineers
US Army Corps
NORTH
DESCRIPTIONSYMBOL
HYDROGRAPHIC SURVEY SPOT ELEVATION
LEGEND
ABBREVIATIONS
LST BASIN
FIRE STATIONGATE
SLIP
BARGE
BASIN
BOAT
CRASH
EXISTING BUILDING
LIMITS OF DREDGING
NAHA WEST ROAD UNDERWATER VEHICULAR TUNNEL EXTENTS
MEAN SEA LEVELMSL
MINIMUMMIN
MAIN HARBORMH
METERm
LANDING, SHIPS, TANKLST
HIGHWAYHWY
EXCLUSIVE USE AREAEUA
ENTRANCE CHANNELEC
EASTING, EASTE
BUILDINGB
SHT ID SHT OF SHTS SHEET TITLE REV STATUS
GENERAL
G-001
CIVIL
SHT ID SHT OF SHTS SHEET TITLE REV STATUS
GEOTECHNICAL
B-605
B-604
B-603
B-602
B-601
B-100
G-001OF 11
OF
OF
OF
OF
OF
OF
BORING LOGS - 5
BORING LOGS - 4
BORING LOGS - 3
BORING LOGS - 2
BORING LOGS - 1
SAMPLING LOCATIONS MAP
DRAWING SHEET COUNT TABULATION
GEOTECHNICAL
CIVIL
GENERAL
CHANNEL
EUA
BULKHEAD
SHORELINE/ HARBOR/ DOCK/ QUAY WALL/ OCEAN EDGE
NO.
RING
NO.
RING
DREDGING PLAN - 3
DREDGING PLAN - 2
DREDGING PLAN - 1
OVERALL DREDGING PLAN
TEMPORARY WORK AND STORAGE AREAS PLAN
EXISTING CONDITIONS SURVEY CONTROL PLAN
STA 10+00 TO 10+50
CROSS SECTIONS NAHA PORT HARBOR
CN308
CN307
CN306
CN305
CN304
CN303
CN302
CN301
CN103
CN102
CN101
CN100
C-002
C-001
OF
OF
OF
OF
OF
OF
OF
OF
OF
OF
OF
OF
OF
OF
CN309 15 16OF
GATE
BASELINE OF DREDGE AREA
STA (-)0+50 TO (-)1+96.7
CROSS SECTIONS NAHA PORT HARBOR
WITHINW/IN
WESTW
UNITED STATES ARMY CORPS OF ENGINEERSUSACE
TURNING BASINTB
SMALL BOATSB
SOUTHS
NOT TO SCALENTS
NAHA PORT (SURVEY MARKER)NP
NAHA MILITARY PORTNMP
NORTHING, NORTHN
DATUM LOWEST LOW WATER AS SHOWN ON THESE DREDGING PLANS.
DREDGE EXCLUSIVE USE AREA TO THE DPETH OF 10.4 METERS FROM TIDAL 4.
SECTION.
NAHA CITY PORT OFFICE AND NAHA COAST GUARD OFFICE, TRANSPORTATION
BY THE U.S. ARMY CORPS OF ENGINEERS, NAHA MILITARY PORT AUTHORITY,
OF SHIP SCHEDULES; SAFETY MEASURES; AND OTHER REQUIREMENTS ESTABLISHED
PROJECT SPECIFICATION SHALL BE FOLLOWED: PUBLIC NOTIFICATION; COORDINATION
DURING DREDGING CONSTRUCTION, ALL REQUIREMENTS AS INDICATED ON THE 3.
SURVEY CONTROL PLAN C-001.
ALL SURVEY CONTROLS AND REFERENCES ARE SHOWN ON EXISTING CONDITIONS2.
ALL DIMENSIONS ARE IN METRIC SYSTEM UNITS.1.
CROSS SECTIONS NAHA PORT HARBOR STA 9+50
STA 9+00
CROSS SECTIONS NAHA PORT HARBOR
STA 8+00 TO 8+50
CROSS SECTIONS NAHA PORT HARBOR
STA 6+00 TO 7+50
CROSS SECTIONS NAHA PORT HARBOR
STA 4+00 TO 5+50
CROSS SECTIONS NAHA PORT HARBOR
STA 2+00 TO 3+50
CROSS SECTIONS NAHA PORT HARBOR
STA 0+00 TO 1+50
CROSS SECTIONS NAHA PORT HARBOR
CN309 15 OF 16 TRANSITION AND LST
CROSS SECTIONS NAHA PORT HARBOR
NTS
E N
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A V
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Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
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A T
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P L
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A T
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D W
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-B
F Y P
N
MEAN LOW WATER NEAP = 0.8m
MEAN SEA LEVEL = 1.18m
MEAN HIGH WATER NEAP = 1.5m
MEAN HIGH WATER SPRING = 2.0m
MEAN LOW WATER SPRING = 0.4m
PROJECT DATUM, LOWEST LOW WATER = 0m
2.0m
1.0m
0m
-14.56
-14.31
-14.00
-13.94
-13.91
-13.63
-13.23
-13.09
-13.09
-13.04
-13.04
-13.03
-12.99
-12.96
-12.95
-12.93-12.92 -12.90
-12.88
-12.87
-12.86
-12.83
-12.81
-12.76
-12.75
-12.73
-12.72
-12.70
-12.68
-12.65
-12.62
-12.62
-12.60
-12.55
-12.52
-12.48
-12.46
-12.45
-12.45
-12.42
-12.41
-12.38
-12.38
-12.36
-12.34
-12.31
-12.27 -12.25
-12.18
-12.17
-12.13
-12.06
-11.96
-11.78
-11.72
-11.67
-11.61
-11.60
-11.54
-11.49
-11.47
-11.47
-11.37
-11.35
-11.33
-11.32
-11.26
-11.26
-11.15
-11.13
-11.00
-10.95
-10.90
-10.90
-10.87
-10.86
-10.80
-10.73
-10.71
-10.66
-10.62
-10.60-10.57
-10.53
-10.53
-10.51
-10.46
-10.44
-10.43
-10.41
-10.41
-10.40
-10.40
-10.39
-10.39
-10.39
-10.38
-10.38
-10.38
-10.37
-10.37
-10.37
-10.36
-10.36
-10.35
-10.35
-10.35
-10.35
-10.33
-10.33
-10.33
-10.32
-10.31
-10.30
-10.29
-10.28
-10.27
-10.27
-10.27
-10.25
-10.24
-10.24
-10.23
-10.22
-10.21
-10.20
-10.20
-10.18
-10.18
-10.17
-10.16
-10.14
-10.14
-10.14-10.13
-10.13
-10.12
-10.12
-10.11
-10.11
-10.10
-10.09
-10.08 -10.08
-10.08
-10.08
-10.07
-10.06
-10.05
-10.03
-10.03
-10.03
-10.02
-10.02
-10.02
-10.00
-10.00
-10.00
-9.99
-9.99
-9.97
-9.96
-9.95
-9.94
-9.94
-9.94
-9.93
-9.93
-9.93
-9.92
-9.92
-9.91
-9.90
-9.90
-9.90
-9.90
-9.90
-9.89
-9.88
-9.87
-9.86
-9.86
-9.85
-9.85
-9.84
-9.84
-9.83
-9.83 -9.82
-9.82
-9.82-9.81
-9.81
-9.81
-9.80
-9.80
-9.80
-9.80
-9.79
-9.78 -9.77
-9.77
-9.76-9.75
-9.75
-9.75
-9.75
-9.74
-9.74
-9.74
-9.73
-9.73
-9.72
-9.72
-9.71
-9.70
-9.70
-9.69 -9.67 -9.67
-9.67
-9.65
-9.64
-9.63
-9.63
-9.62
-9.61
-9.61
-9.60
-9.58
-9.54
-9.54
-9.52
-9.52
-9.50
-9.48
-9.47
-9.45
-9.41
-9.41
-9.40
-9.39
-9.38
-9.37
-9.37
-9.36
-9.36
-9.36
-9.35
-9.34
-9.33
-9.30
-9.29
-9.28
-9.27
-9.26
-9.26
-9.25
-9.25
-9.24
-9.24
-9.23
-9.23
-9.23
-9.22
-9.22
-9.21
-9.21
-9.19
-9.19
-9.19
-9.19
-9.17
-9.17
-9.16
-9.14
-9.12
-9.12
-9.11
-9.10
-9.10
-9.09
-9.08
-9.08
-9.07
-9.06
-9.04
-9.04
-9.03
-9.02
-9.02
-9.01
-9.00
-9.00
-8.97
-8.96
-8.96
-8.96
-8.94
-8.93
-8.92
-8.91
-8.89
-8.88
-8.85
-8.83
-8.82
-8.82
-8.82
-8.82
-8.80
-8.80
-8.79
-8.78
-8.77
-8.76
-8.75
-8.75
-8.74
-8.72
-8.71
-8.71
-8.70
-8.69 -8.69
-8.67
-8.67
-8.66
-8.66
-8.65
-8.64
-8.64
-8.64
-8.64
-8.63
-8.63
-8.63
-8.63
-8.63
-8.62
-8.62
-8.60
-8.60
-8.60
-8.59
-8.58
-8.57
-8.56
-8.55
-8.55
-8.53
-8.53
-8.52-8.51
-8.51
-8.50
-8.50
-8.50
-8.50
-8.50
-8.48
-8.47
-8.47
-8.46
-8.46
-8.46
-8.45
-8.43
-8.42
-8.40
-8.40
-8.40
-8.40
-8.39
-8.39
-8.37
-8.37
-8.37
-8.37
-8.37
-8.36
-8.35
-8.35
-8.35
-8.33
-8.33
-8.33
-8.32
-8.32
-8.31
-8.31
-8.30
-8.30
-8.29
-8.25
-8.24
-8.22
-8.21
-8.21
-8.20
-8.18
-8.18
-8.18
-8.15
-8.14
-8.13
-8.13
-8.12
-8.10
-8.10
-8.09
-8.08
-8.08
-8.08
-8.08
-8.07
-8.06
-8.05
-8.04
-8.03
-8.03
-8.00
-8.00
-8.00
-7.99
-7.99
-7.99
-7.99
-7.98
-7.96
-7.96
-7.95
-7.95
-7.94
-7.94
-7.93
-7.93
-7.92
-7.92
-7.91
-7.90
-7.86
-7.86
-7.84
-7.83
-7.83
-7.83
-7.82
-7.82
-7.80
-7.77
-7.77
-7.76
-7.75
-7.75
-7.74
-7.73
-7.73
-7.72
-7.72
-7.72
-7.71
-7.71
-7.70
-7.69
-7.68
-7.67
-7.65
-7.65
-7.65
-7.64
-7.63
-7.63
-7.62
-7.61
-7.61
-7.61
-7.60
-7.60
-7.60
-7.60
-7.59
-7.58
-7.58
-7.58
-7.58
-7.58
-7.57
-7.56
-7.54
-7.52
-7.51
-7.51
-7.50
-7.48
-7.48
-7.47
-7.47
-7.47
-7.45
-7.44
-7.42
-7.42
-7.41
-7.40
-7.38
-7.37
-7.36
-7.36
-7.35
-7.34
-7.34
-7.33
-7.33
-7.33
-7.33
-7.32
-7.32
-7.31
-7.31
-7.31
-7.30
-7.30
-7.30
-7.30
-7.29
-7.29
-7.27
-7.26
-7.26
-7.26
-7.25
-7.24
-7.24
-7.23
-7.23
-7.22
-7.22
-7.21
-7.20
-7.20
-7.20
-7.20
-7.20
-7.19
-7.19
-7.18
-7.18
-7.18
-7.17
-7.17
-7.16
-7.15
-7.14
-7.14
-7.14
-7.14 -7.14
-7.13
-7.12
-7.12
-7.11
-7.11
-7.10
-7.10
-7.10
-7.10
-7.10
-7.09 -7.09
-7.09
-7.08
-7.08
-7.07
-7.07
-7.07
-7.07
-7.06
-7.03
-7.03
-7.03
-7.03
-7.01
-7.01
-7.01
-7.00
-6.99
-6.98
-6.97
-6.97
-6.96
-6.96
-6.95
-6.95
-6.92
-6.90 -6.90
-6.89
-6.87
-6.86
-6.85
-6.85
-6.85
-6.85
-6.83
-6.82
-6.82
-6.82
-6.80
-6.77
-6.76
-6.75
-6.75
-6.73
-6.71
-6.63
-6.57
-6.55
-6.53
-6.53
-6.52
-6.52
-6.51
-6.50
-6.45
-6.43
-6.41
-6.41
-6.34
-6.34
-6.34
-6.30
-6.27
-6.22
-6.21
-6.21
-6.18
-6.18
-6.15
-6.14
-6.14
-6.13
-6.12
-6.12
-6.05
-6.04
-6.02
-6.00
-5.93
-5.87
-5.87
-5.87
-5.86
-5.84
-5.84
-5.82
-5.82
-5.77
-5.76
-5.75
-5.75
-5.72
-5.66
-5.65
-5.65
-5.64
-5.58
-5.54
-5.54
-5.54
-5.53
-5.50
-5.48
-5.45
-5.43
-5.42
-5.35
-5.33
-5.32
-5.31
-5.29
-5.29
-5.28
-5.27
-5.27
-5.27
-5.25
-5.23
-5.22
-5.21
-5.16
-5.15
-5.15
-5.14
-5.14
-5.12
-5.12
-5.12
-5.11
-5.10
-5.10 -5.07
-5.04
-5.02
-5.02
-5.01 -5.01
-5.00
-4.99
-4.98
-4.98
-4.94
-4.93
-4.92
-4.91
-4.91 -4.90
-4.88
-4.86
-4.86
-4.84
-4.83
-4.82
-4.82
-4.80
-4.79
-4.78
-4.77
-4.76
-4.75
-4.75
-4.73
-4.72
-4.71
-4.69
-4.69
-4.67
-4.65
-4.65
-4.64
-4.64
-4.62
-4.62
-4.61
-4.60
-4.57
-4.57
-4.55
-4.53
-4.53
-4.52
-4.52
-4.50
-4.50
-4.50
-4.49
-4.48
-4.47
-4.46
-4.45
-4.45
-4.45
-4.45
-4.44
-4.43
-4.42
-4.39
-4.39
-4.38
-4.38
-4.29
-4.28
-4.27
-4.24
-4.22
-4.21
-4.19
-4.17
-4.14
-4.10
-4.09
-4.09
-4.08
-4.01
-3.99
-3.98
-3.98
-3.95
-3.92
-3.91
-3.84
-3.84
-3.80
-3.76
-3.75
-3.73
-3.71
-3.70 -3.69
-3.68
-3.66
-3.61
-3.60
-3.56
-3.56
-3.56
-3.50
-3.47
-3.40
-3.38
-3.36
-3.34
-3.31
-3.30
-3.23
-3.20
-3.19
-3.13
-3.11
-3.06
-3.04
-3.00
-2.99
-2.97
-2.96 -2.96
-2.95
-2.94
-2.93
-2.92
-2.91
-2.90
-2.87
-2.86
-2.85
-2.85
-2.85
-2.83
-2.83
-2.82
-2.81
-2.78
-2.74
-2.73
-2.71
-2.71
-2.70
-2.69
-2.67
-2.67
-2.62
-2.61
-2.61
-2.59
-2.58
-2.54
-2.50
-2.50
-2.48
-2.44
-2.42
-2.40
-2.33
-2.32
-2.31
-2.22
-2.21
-2.20
-2.10
-2.10
-2.07
-2.07
-2.04
-1.98
-1.97 -1.96
-1.92
-1.91
-1.89
-1.89
-1.85
-1.82 -1.82
-1.79
-1.75
-1.70
-1.65
-1.65
-1.63
-1.62
-1.62
-1.58
-1.55
-1.52
-1.52
-1.51
-1.50
-1.50
-1.49
-1.49
-1.47
-1.44
-1.43
-1.42
-1.41
-1.40
-1.40
-1.40
-1.40
-1.39
-1.39
-1.38
-1.36
-1.35
-1.35
-1.34
-1.31
-1.30
-1.28
-1.28
-1.26
-1.25
-1.23
-1.23
-1.20
-1.19
-1.17-1.17
-1.17
-1.16
-1.15
-1.15
-1.15
-1.14
-1.14
-1.14
-1.13
-1.13 -1.11
-1.10
-1.09
-1.09
-1.08
-1.08
NISHI-SHOBOSHO DORI
-1.07
-1.05
-1.05
-1.03
-1.03
-1.03 -1.02
-1.01
-1.00 -0.99
-0.99
-0.98
-0.98
-0.96
-0.96
-0.96
-0.95
-0.95
-0.95
-0.94
-0.94
-0.94
-0.93
-0.91
-0.91
-0.89
-0.89
-0.89
-0.88
-0.88
-0.86
-0.86
-0.86
-0.86
-0.85 -0.81
-0.80
-0.79
-0.79
-0.78
-0.77
-0.77
-0.75 -0.73
-0.72
-0.70
-0.69-0.68
-0.67
-0.64
-0.61
-0.61
-0.60
-0.59
-0.57
-0.57
-0.54
HWY 390
-0.50 -0.47
-0.43
-0.41
-0.39
-0.37
-0.33
B E R T H
BERTH #5
B301
H W
Y
W A
K A
S A O
D O
R I
HWY 5
8, N
AHA W
EST R
OAD
H W
Y
NAHA WEST ROAD
VEHICULAR TUNNEL,
EXISTING UNDERWATER
#3
BERTH
-0.25
2.380m MSL
NP-2
BENCHMARK
2m MSL
NP-1
1.99m MSL
NP-3
2m MSL
NP-4
BERTH #1
EDGE CORNER OF
BASE STA 0+00 @
DREDGE NAHA PORT
STA -2+13.62
NAHA PORT BASE
END DREDGE
E=16152.32
N=23487.10
E=16488.13
N=23168.27
E=16784.56
N=22986.48
E=17255.94
N=22801.84
STA 10+89.285
OF BERTH #4
ALONG EDGE
NAHA PORT
BID DREDGE
END OPTION
DREDGE LIMITS.
FOR OPTION BID
SEE SHEET CN103
WHARF
COMMERCIAL
NAHA CITY
EAST CHINA SEA
WHARF
MILITARY
AIRPORT
NAHA
B E
R T
H
BERTH #2
B306
B307 B305
B302
B322
B321
FIRE STATION
GATE
LST BASIN
HWY 331
HW
Y 332
K O
K U
B A R
IV
E R
M E
IJ
I
B R
ID
G E
BARGE SLIP
OKINAW
A GAS DORI
N A
H A -H
IG
A S
H I B
Y -P
A S S
H W
Y
NAHA WEST ROAD
VEHICULAR TUNNEL -
EXISTING UNDERWATER
NAHA HARBOR
SHORELINE
HARBOR EDGE
CORNER OF BERTH #3 & #4
= BEGIN OPTION BID @ EDGE
PORT BASE STA 7+75.449
END DREDGE NAHA
A1 1:4000
D5
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E c e h l
EXISTING CONDITIONS SURVEY CONTROL PLAN
C O
N T
R O
L P
L A
N
IS
O A
T S
E X
IS
T
IN
G C
O N
D
IT
IO
N S S
U R
V E
Y :1
E L
TIDAL DATUM
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
H O
N O
L U
L U
H I
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
T S E
L
PORTLAND DISTRICT DATED 27 MARCH 2014.
GEOREFERENCED AERIAL PHOTO FROM USACE
CONDUCTED. LINEWORK TRACED FROM
APPROXIMATE; NO TOPOGRAPHIC SURVEY WAS
ELEVATIONS, AND OTHER SURVEY CONTROLS ARE
OTHER THAN NP-1, NP-2, NP-3, NP-4, HARBOR SPOT
6. ALL HORIZONTAL LINEWORK ON THESE DRAWINGS
FOR THESE DRAWINGS ARE IN METERS.
5. THE HORIZONTAL AND VERTICAL UNIT OF MEASURE
IS "NP-2" FOR NAHA PORT. SEE CALLOUT ON THIS PLAN.
4. THE HYDROGRAPHIC SURVEY BENCHMARK REFERENCE
SHEET.
NO. 97466. SEE HARBOR WATER DATUM DETAIL D5, THIS
NATIONAL GEOSPATIAL INTELLIGENCE AGENCY, CHART
REFERENCED TO LOWEST LOW WATER AS DEFINED BY
3. THE HYDROGRAPHIC SURVEY VERTICAL DATUM IS
METERS.
IS JAPAN GEODETIC DATUM (JGD) 2000 JAPAN ZONE 15,
2. THE HYDROGRAPHIC SURVEY HORIZONTAL PROJECTION
OF ENGINEERS PORTLAND DISTRICT.
COMPLETED ON 19 APRIL 2016 BY THE US ARMY CORPS
1. A HYDROGRAPHIC MULTIBEAM SOUNDING SURVEY WAS
SURVEY NOTES:
A P
O A
P
-5
C-001
A
P A
N D
IS
T R
IC
T
1 16
JAPAN DISTRICT
®of Engineers
US Army CorpsN
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:4000
300m200m100m0
100m
75m
50m
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:5
P
M D
A T
E T
IM
E
M O
D E
L N
A M
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O E -P
O H
P W
P F
T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \M il it a ry \1
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A H
A P
O R
T D
R E
D G
IN
G S
T U
D Y \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
C i
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
A N
S I
C
D I S
O A
A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \p d f.
p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
IO
N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
M
IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
-14.56
-14.31
-14.00
-13.94
-13.91
-13.63
-12.99
-12.96
-12.68
-12.65
-12.42
-12.41
-12.38
-12.06
-11.96
-11.78 -11.67
-11.61
-11.60
-11.54
-11.49
-11.37
-11.33
-11.32
-11.26
-11.26
-11.15
-11.13
-11.00 -10.90
-10.90
-10.87
-10.86
-10.80
-10.73
-10.71
-10.62 -10.53
-10.51
-10.44
-10.43
-10.41
-10.41
-10.40
-10.40
-10.39
-10.39
-10.39
-10.38
-10.38
-10.37
-10.37
-10.37
-10.36
-10.36
-10.35
-10.35
-10.35
-10.33
-10.33
-10.32
-10.31
-10.29
-10.27
-10.27
-10.25
-10.24
-10.23
-10.22
-10.21
-10.20
-10.20
-10.18
-10.18
-10.16
-10.13
-10.12
-10.10
-10.09
-10.08 -10.08
-10.08
-10.08
-10.07
-10.06
-10.05
-10.03
-10.02
-9.99
-9.97
-9.95
-9.94
-9.93
-9.92
-9.90
-9.90
-9.89
-9.87
-9.86
-9.86
-9.85
-9.85
-9.84
-9.83 -9.82
-9.82
-9.81
-9.80
-9.80
-9.77
-9.75
-9.74
-9.73
-9.73
-9.72
-9.71
-9.70
-9.70
-9.64
-9.63
-9.63
-9.62
-9.61
-9.61
-9.60
-9.58
-9.54
-9.52
-9.52
-9.50
-9.48
-9.47
-9.45
-9.41
-9.41
-9.40
-9.39
-9.38
-9.37
-9.36
-9.36
-9.36
-9.35
-9.34
-9.33
-9.30
-9.29
W/IN EUA
DREDGING
LIMITS OF
-9.28
-9.27
-9.26
-9.25
-9.25
-9.24
-9.24
-9.23
-9.23
-9.23
-9.22
-9.22
-9.21
-9.21
-9.19
-9.19
-9.19
-9.17
-9.17
-9.16
-9.14
-9.12
-9.12
-9.11
-9.10
-9.10
-9.09
-9.08
-9.08
-9.07
-9.06
-9.04
-9.04
-9.03
-9.02
-9.02
-9.01
-9.00
-9.00
-8.97
-8.96
-8.96
-8.96
-8.94
-8.93
-8.92
-8.89
-8.85
-8.83
-8.82
-8.82
-8.82
-8.82
-8.80
-8.80
-8.79
-8.78
-8.77
-8.76
-8.75
-8.75
-8.74
-8.72
-8.71
-8.71
-8.70
-8.69 -8.69
-8.67
-8.66
-8.66
-8.65
-8.64
-8.64
-8.64
-8.64
-8.63
-8.63
-8.63
-8.63
-8.63
-8.62
-8.60
-8.60
-8.60
-8.59
-8.58
-8.57
-8.56
-8.55
-8.55
-8.53
-8.53
-8.52-8.51
-8.51
-8.50
-8.50
-8.50
-8.50
-8.50
-8.48
-8.47
-8.47
-8.46
-8.46
-8.46
-8.45
-8.42
-8.40
-8.40
-8.40
-8.40
-8.39
-8.39
-8.37
-8.37
-8.37
-8.36
-8.35
-8.35
-8.35
-8.33
-8.33
-8.33
-8.32
-8.32
-8.31
-8.31
-8.30
-8.29
-8.25
-8.24
-8.22
-8.21
-8.21
-8.18
-8.18
-8.18
-8.15
-8.14
-8.13
-8.13
-8.12
-8.10
-8.10
-8.09
-8.08
-8.08
-8.08
-8.08
-8.07
-8.06
-8.05
-8.04
-8.03
-8.03
-8.00
-8.00
-8.00
-7.99
-7.99
-7.99
-7.99
-7.98
-7.96
-7.96
-7.95
-7.95
-7.94
-7.94
-7.93
-7.93
-7.92
-7.92
-7.91
-7.90
-7.86
-7.86
-7.84
-7.83
-7.83
-7.83
-7.82
-7.82
-7.77
-7.77
-7.76
-7.75
-7.75
-7.74
-7.73
-7.73
-7.72
-7.72
-7.72
-7.71
-7.71
-7.70
-7.69
-7.68
-7.67
-7.65
-7.65
-7.65
-7.63
-7.63
-7.62
-7.61
-7.61
-7.61
-7.60
-7.60
-7.60
-7.60
-7.59
-7.58
-7.58
-7.58
-7.58
-7.58
-7.57
-7.56
-7.54
-7.52
-7.51
-7.51
-7.50
-7.48
-7.48
-7.47
-7.47
-7.47
-7.45
-7.44
-7.42
-7.42
-7.41
-7.40
-7.38
-7.37
-7.36
-7.36
-7.35
-7.34
-7.34
-7.33
-7.33
-7.33
-7.33
-7.32
-7.32
-7.31
-7.31
-7.31
-7.30
-7.30
-7.30
-7.30
-7.29
-7.29
-7.27
-7.26
-7.26
-7.26
-7.25
-7.24
-7.24
-7.23
-7.23
-7.22
-7.22
-7.21
-7.20
-7.20
-7.20
-7.20
-7.20
-7.19
-7.19
-7.18
-7.18
-7.18
-7.17
-7.17
-7.16
-7.15
-7.14
-7.14
-7.14
-7.14 -7.14
-7.13
-7.12
-7.12
-7.11
-7.11
-7.10
-7.10
-7.10
-7.10
-7.10
-7.09 -7.09
-7.09
-7.08
-7.08
-7.07
-7.07
-7.07
-7.07
-7.06
-7.03
-7.03
-7.03
-7.03
-7.01
-7.01
-7.01
-7.00
-6.99
-6.97
-6.97
-6.96
-6.96
-6.95
-6.95
-6.92
-6.90 -6.90
-6.89
-6.87
-6.86
-6.85
-6.85
-6.85
-6.85
-6.83
-6.82
-6.82
-6.82
-6.80
-6.77
-6.76
-6.75
-6.75
-6.73
-6.71
-6.63
-6.57
-6.55
-6.53
-6.53
-6.52
-6.52
-6.51
-6.50
-6.45
-6.43
-6.41
-6.41
-6.34
-6.34
-6.34
-6.30
-6.27
-6.22
-6.21
-6.21
-6.18
-6.15
-6.14
-6.14
-6.13
-6.12
-6.12
-6.05
-6.04
-6.02
-6.00
-5.93
-5.87
-5.86
-5.84
-5.84
-5.82
-5.82
-5.77
-5.75
-5.72
-5.66
-5.65
-5.64
-5.58
-5.54
-5.53
-5.50
-5.48
-5.45
-5.43
-5.42
-5.35
-5.33
-5.32
-5.31
-5.29
-5.28
-5.27
-5.27
-5.27
-5.25
-5.23
-5.22
-5.21
-5.16
-5.15
-5.15
-5.14
-5.14
-5.12
-5.12
-5.11
-5.10
-5.10 -5.07
-5.02
-5.02
-5.01 -5.01
-5.00
-4.99
-4.98
-4.98
E=16488.127
N=23168.270
1.99m MSL
NP-3
-4.94
-4.91
-4.91 -4.90
-4.88
-4.86
-4.86
-4.84
-4.82
-4.82
-4.80
-4.79
-4.78
-4.76
-4.75
-4.75
-4.73
-4.72
-4.69
-4.69
-4.67
-4.65
-4.65
-4.64
-4.64
-4.62
-4.61
-4.60
-4.57
-4.57
-4.55
-4.53
-4.53
-4.52
-4.52 -4.50
-4.48
-4.47
-4.46
-4.45
-4.45
-4.45
-4.45
-4.44
-4.43
-4.42
-4.39
-4.39
-4.38
-4.29
-4.28
-4.27
-4.24
-4.22
-4.21
-4.19
-4.17
-4.14
-4.10
-4.09
-4.09
-4.08
-3.99
-3.98
-3.98
-3.95
-3.92
-3.84
-3.84
-3.76
-3.75
-3.73
-3.71
-3.70 -3.69
-3.68
-3.66
-3.61
-3.60
-3.56
-3.56
-3.56
-3.50
-3.47
-3.40
-3.38
-3.36
-3.34
-3.30
-3.23
-3.20
-3.19
-3.13
-3.11
-2.97
-2.96
-2.93
-2.92
-2.91
-2.87
-2.85
-2.85
-2.83
-2.83
-2.78
-2.71
-2.67
-2.62
-2.59
-2.58
-2.54
-2.50
-2.50
-2.48
W A
K A
S A O
D O
R I
-2.40
-2.33
-2.31
B E
R T
H
E=16152.316
N=23487.103
2m MSL
NP-4
-2.22
-2.21
E=16784.556
N=22986.477
2.38m MSL
NP-2
-2.07
-2.04
-1.98
-1.97 -1.96
-1.82
-1.79
-1.75
-1.65
-1.65
-1.63
-1.52
-1.52
-1.50
-1.49-1.47
-1.43
-1.40
-1.30
-1.28
-1.25
-1.20
-1.09
-1.03
-1.00
-0.96
-0.91
-0.89
-0.88
-0.88
-0.57
-0.57
-0.50
-0.43
BERTH #5
-0.33
WHARF
COMMERCIAL
B322
B E R T H
BERTH #3
H W
Y
BERTH #2
B306
B301
BARGE SLIP
OKINAWA GAS DORI
B307
B305
B302
STATION
FIRE
GATE
HWY 331
WHARF
MILITARY
HW
Y 332
W/IN EUA
DREDGING
LIMITS OF
W/IN EUA
DREDGING
LIMITS OF
W/IN EUA
DREDGING
LIMITS OF
B
GATE
BASIN
BOAT
CRASH
ACCESS ROUTE
CONTRACTORS
AND PROCESSING AREA
CONTRACTOR WORK
AND PROCESSING AREA
CONTRACTOR WORK
A1 1:2000
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E c e
C-002
IS
O A
T S
TEMPORARY WORK AND PROCESS AREAS PLAN
P R
O C
E S
S A
R E
A S P
L A
N
T E
M P
O R
A R
Y W
O R
K A
N D
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
H O
N O
L U
L U
H I
T S E
L
J A
P A
N D
IS
T R
IC
T
A P
O A
P
-5
TO THE GATE SOUTH OF BUILDING 208 ARE RESERVED FOR NMP ACTIVITIES.
9. PAVED AREAS SOUTH OF THE PAINTED ACCESS ROAD AND EAST OF THE ROAD
SEAMEN'S CLUB) ARE RESERVED FOR JOINT USE ACTIVITIES.
8. PAVED AREAS AT THE EXTREME WEST END OF NMP (ADJACENT TO THE
OPERATION OF GATE.
7. SEE SPECIFICATIONS FOR REQUIREMENTS REGARDING CONTRACTOR
ACCESS.
WAREHOUSE BUILDING 306 FOR FUEL BOAT AND TRANSFER FUEL VEHICLE
CONTRACTOR MUST RESERVE 15 METER SPACE ALONG THE WHARF AND
6. THE EAST HALF OF WHARF 1 IS USED WEEKLY FOR FUEL SHIPMENTS.
5. THE CONTRACTOR SHALL COORDINATE ACCESS FOR OPERATIONS IN THE AREA.
EITHER IN FRONT OF OR BEHIND BLDG 208.
MUST BE CLOSED, THE CONTRACTOR MUST DEMARCATE AN ALTERNATE ROUTE
THE EXISTING MARKED ROAD (APPROXIMATELY 60 METERS BEHIND THE WHARF)
4. MAINTAIN VEHICLE ACCESS THROUGH THE AREA TO THE CRASH BOAT BASIN. IF
SPECIFICATIONS.
3. COORDINATE SHARED USE OF CONTRACTOR WORK AND PROCESSING AREA PER
BEFORE DISCHARGING.
2. TREAT ALL WATER TO JEGS, APPLICABLE GOJ, LOCAL LAWS, AND REGULATIONS
WITH NMP AND NAHA PORT AUTHORITY (NPA).
1. COORDINATE LAND SIDE ACCESS WITH THE NMP. COORDINATE SEA SIDE ACCESS
NOTES:
2 16
JAPAN DISTRICT
®of Engineers
US Army Corps
N
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:2000
150m100m50m0
50m 25m
37.5m
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:5
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E S h e e t p w \C
O E -P
O H
P W
P F
T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \M il it a ry \1
O
T H
E R L
O C \1 O k in a w a A re a O ff ic e \P ro je c ts \2
\1 o k D
O N
A H
A P
O R
T D
R E
D G
IN
G S
T U
D Y \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
C i
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
A N
S I
C
D I S
O A
A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \p d f.
p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
IO
N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
M
IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
-14.56
-14.31
-14.00
-13.94
-13.91
-13.63
-13.23
-13.09
-13.09
-13.04
-13.04
-13.03
-12.99
-12.96
-12.95
-12.93-12.92 -12.90
-12.88
-12.87
-12.86
-12.83
-12.81
-12.76
-12.75
-12.73
-12.72
-12.70
-12.68
-12.65
-12.62
-12.62
-12.60
-12.55
-12.52
-12.48
-12.46
-12.45
-12.45
-12.42
-12.41
-12.38
-12.38
-12.36
-12.34
-12.31
-12.27 -12.25
-12.18
-12.17
-12.13
-12.06
-11.96
-11.78
-11.72
-11.67
-11.61
-11.60
-11.54
-11.49
-11.47
-11.47
-11.37
-11.35
-11.33
-11.32
-11.26
-11.26
-11.15
-11.13
-11.00
-10.95
-10.90
-10.90
-10.87
-10.86
-10.80
-10.73
-10.71
-10.66
-10.62
-10.60-10.57
-10.53
-10.53
-10.51
-10.46
-10.44
-10.43
-10.41
-10.41
-10.40
-10.40
-10.39
-10.39
-10.39
-10.38
-10.38
-10.38
-10.37
-10.37
-10.37
-10.36
-10.36
-10.35
-10.35
-10.35
-10.35
-10.33
-10.33
-10.33
-10.32
-10.31
-10.30
-10.29
-10.28
-10.27
-10.27
-10.27
-10.25
-10.24
-10.24
-10.23
-10.22
-10.21
-10.20
-10.20
-10.18
-10.18
-10.17
-10.16
-10.14
-10.14
-10.14-10.13
-10.13
-10.12
-10.12
-10.11
-10.11
-10.10
-10.09
-10.08 -10.08
-10.08
-10.08
-10.07
-10.06
-10.05
-10.03
-10.03
-10.03
-10.02
-10.02
-10.02
-10.00
-10.00
-10.00
-9.99
-9.99
-9.97
-9.96
-9.95
-9.94
-9.94
-9.94
-9.93
-9.93
-9.93
-9.92
-9.92
-9.91
-9.90
-9.90
-9.90
-9.90
-9.90
-9.89
-9.88
-9.87
-9.86
-9.86
-9.85
-9.85
-9.84
-9.84
-9.83
-9.83 -9.82
-9.82
-9.82-9.81
-9.81
-9.81
-9.80
-9.80
-9.80
-9.80
-9.79
-9.78 -9.77
-9.77
-9.76-9.75
-9.75
-9.75
-9.75
-9.74
-9.74
-9.74
-9.73
-9.73
-9.72
-9.72
-9.71
-9.70
-9.70
-9.69 -9.67 -9.67
-9.67
-9.65
-9.64
-9.63
-9.63
-9.62
-9.61
-9.61
-9.60
-9.58
-9.54
-9.54
-9.52
-9.52
-9.50
-9.48
-9.47
-9.45
-9.41
-9.41
-9.40
-9.39
-9.38
-9.37
-9.37
-9.36
-9.36
-9.36
-9.35
-9.34
-9.33
-9.30
-9.29
-9.28
-9.27
-9.26
-9.26
-9.25
-9.25
-9.24
-9.24
-9.23
-9.23
-9.23
-9.22
-9.22
-9.21
-9.21
-9.19
-9.19
-9.19
-9.19
-9.17
-9.17
-9.16
-9.14
-9.12
-9.12
-9.11
-9.10
-9.10
-9.09
-9.08
-9.08
-9.07
-9.06
-9.04
-9.04
-9.03
-9.02
-9.02
-9.01
-9.00
-9.00
-8.97
-8.96
-8.96
-8.96
-8.94
-8.93
-8.92
-8.91
-8.89
-8.88
-8.85
-8.83
-8.82
-8.82
-8.82
-8.82
-8.80
-8.80
-8.79
-8.78
-8.77
-8.76
-8.75
-8.75
-8.74
-8.72
-8.71
-8.71
-8.70
-8.69 -8.69
-8.67
-8.67
-8.66
-8.66
-8.65
-8.64
-8.64
-8.64
-8.64
-8.63
-8.63
-8.63
-8.63
-8.63
-8.62
-8.62
-8.60
-8.60
-8.60
-8.59
-8.58
-8.57
-8.56
-8.55
-8.55
-8.53
-8.53
-8.52-8.51
-8.51
-8.50
-8.50
-8.50
-8.50
-8.50
-8.48
-8.47
-8.47
-8.46
-8.46
-8.46
-8.45
-8.43
-8.42
-8.40
-8.40
-8.40
-8.40
-8.39
-8.39
-8.37
-8.37
-8.37
-8.37
-8.37
-8.36
-8.35
-8.35
-8.35
-8.33
-8.33
-8.33
-8.32
-8.32
-8.31
-8.31
-8.30
-8.30
-8.29
-8.25
-8.24
-8.22
-8.21
-8.21
-8.20
-8.18
-8.18
-8.18
-8.15
-8.14
-8.13
-8.13
-8.12
-8.10
-8.10
-8.09
-8.08
-8.08
-8.08
-8.08
-8.07
-8.06
-8.05
-8.04
-8.03
-8.03
-8.00
-8.00
-8.00
-7.99
-7.99
-7.99
-7.99
-7.98
-7.96
-7.96
-7.95
-7.95
-7.94
-7.94
-7.93
-7.93
-7.92
-7.92
-7.91
-7.90
-7.86
-7.86
-7.84
-7.83
-7.83
-7.83
-7.82
-7.82
-7.80
-7.77
-7.77
-7.76
-7.75
-7.75
-7.74
-7.73
-7.73
-7.72
-7.72
-7.72
-7.71
-7.71
-7.70
-7.69
-7.68
-7.67
-7.65
-7.65
-7.65
-7.64
-7.63
-7.63
-7.62
-7.61
-7.61
-7.61
-7.60
-7.60
-7.60
-7.60
-7.59
-7.58
-7.58
-7.58
-7.58
-7.58
-7.57
-7.56
-7.54
-7.52
-7.51
-7.51
-7.50
-7.48
-7.48
-7.47
-7.47
-7.47
-7.45
-7.44
-7.42
-7.42
-7.41
-7.40
-7.38
-7.37
-7.36
-7.36
-7.35
-7.34
-7.34
-7.33
-7.33
-7.33
-7.33
-7.32
-7.32
-7.31
-7.31
-7.31
-7.30
-7.30
-7.30
-7.30
-7.29
-7.29
-7.27
-7.26
-7.26
-7.26
-7.25
-7.24
-7.24
-7.23
-7.23
-7.22
-7.22
-7.21
-7.20
-7.20
-7.20
-7.20
-7.20
-7.19
-7.19
-7.18
-7.18
-7.18
-7.17
-7.17
-7.16
-7.15
-7.14
-7.14
-7.14
-7.14 -7.14
-7.13
-7.12
-7.12
-7.11
-7.11
-7.10
-7.10
-7.10
-7.10
-7.10
-7.09 -7.09
-7.09
-7.08
-7.08
-7.07
-7.07
-7.07
-7.07
-7.06
-7.03
-7.03
-7.03
-7.03
-7.01
-7.01
-7.01
-7.00
-6.99
-6.98
-6.97
-6.97
-6.96
-6.96
-6.95
-6.95
-6.92
-6.90 -6.90
-6.89
-6.87
-6.86
-6.85
-6.85
-6.85
-6.85
-6.83
-6.82
-6.82
-6.82
-6.80
-6.77
-6.76
-6.75
-6.75
-6.73
-6.71
-6.63
-6.57
-6.55
-6.53
-6.53
-6.52
-6.52
-6.51
-6.50
-6.45
-6.43
-6.41
-6.41
-6.34
-6.34
-6.34
-6.30
-6.27
-6.22
-6.21
-6.21
-6.18
-6.18
-6.15
-6.14
-6.14
-6.13
-6.12
-6.12
-6.05
-6.04
-6.02
-6.00
-5.93
-5.87
-5.87
-5.87
-5.86
-5.84
-5.84
-5.82
-5.82
-5.77
-5.76
-5.75
-5.75
-5.72
-5.66
-5.65
-5.65
-5.64
-5.58
-5.54
-5.54
-5.54
-5.53
-5.50
-5.48
-5.45
-5.43
-5.42
-5.35
-5.33
-5.32
-5.31
-5.29
-5.29
-5.28
-5.27
-5.27
-5.27
-5.25
-5.23
-5.22
-5.21
-5.16
-5.15
-5.15
-5.14
-5.14
-5.12
-5.12
-5.12
-5.11
-5.10
-5.10 -5.07
-5.04
-5.02
-5.02
-5.01 -5.01
-5.00
-4.99
-4.98
-4.98
-4.94
-4.93
-4.92
-4.91
-4.91 -4.90
-4.88
-4.86
-4.86
-4.84
-4.83
-4.82
-4.82
-4.80
-4.79
-4.78
-4.77
-4.76
-4.75
-4.75
-4.73
-4.72
-4.71
-4.69
-4.69
-4.67
-4.65
-4.65
-4.64
-4.64
-4.62
-4.62
-4.61
-4.60
-4.57
-4.57
-4.55
-4.53
-4.53
-4.52
-4.52
-4.50
-4.50
-4.50
-4.49
-4.48
-4.47
-4.46
-4.45
-4.45
-4.45
-4.45
-4.44
-4.43
-4.42
-4.39
-4.39
-4.38
-4.38
-4.29
-4.28
-4.27
-4.24
-4.22
-4.21
-4.19
-4.17
-4.14
-4.10
-4.09
-4.09
-4.08
-4.01
-3.99
-3.98
-3.98
-3.95
-3.92
-3.91
-3.84
-3.84
-3.80
-3.76
-3.75
-3.73
-3.71
-3.70 -3.69
-3.68
-3.66
-3.61
-3.60
-3.56
-3.56
-3.56
-3.50
-3.47
-3.40
-3.38
-3.36
-3.34
-3.31
-3.30
-3.23
-3.20
-3.19
-3.13
-3.11
-3.06
-3.04
-3.00
-2.99
-2.97
-2.96 -2.96
-2.95
-2.94
-2.93
-2.92
-2.91
-2.90
-2.87
-2.86
-2.85
-2.85
-2.85
-2.83
-2.83
-2.82
-2.81
-2.78
-2.74
-2.73
-2.71
-2.71
-2.70
-2.69
-2.67
-2.67
-2.62
-2.61
-2.61
-2.59
-2.58
-2.54
-2.50
-2.50
-2.48
-2.44
-2.42
-2.40
-2.33
-2.32
-2.31
-2.22
-2.21
-2.20
-2.10
-2.10
-2.07
-2.07
-2.04
-1.98
-1.97 -1.96
-1.92
-1.91
-1.89
-1.89
-1.85
-1.82 -1.82
-1.79
-1.75
-1.70
-1.65
-1.65
-1.63
-1.62
-1.62
-1.58
-1.55
-1.52
-1.52
-1.51
-1.50
-1.50
-1.49
-1.49
-1.47
-1.44
-1.43
-1.42
-1.41
-1.40
-1.40
-1.40
-1.40
-1.39
-1.39
-1.38
-1.36
-1.35
-1.35
-1.34
-1.31
-1.30
-1.28
-1.28
-1.26
-1.25
-1.23
-1.23
-1.20
-1.19
-1.17-1.17
-1.17
-1.16
-1.15
-1.15
-1.15
-1.14
-1.14
-1.14
-1.13
-1.13 -1.11
-1.10
-1.09
-1.09
-1.08
-1.08
NISHI-SHOBOSHO DORI
-1.07
-1.05
-1.05
-1.03
-1.03
-1.03 -1.02
-1.01
-1.00 -0.99
-0.99
-0.98
-0.98
-0.96
-0.96
-0.96
-0.95
-0.95
-0.95
-0.94
-0.94
-0.94
-0.93
-0.91
-0.91
-0.89
-0.89
-0.89
-0.88
-0.88
-0.86
-0.86
-0.86
-0.86
-0.85 -0.81
-0.80
-0.79
-0.79
-0.78
-0.77
-0.77
-0.75 -0.73
-0.72
-0.70
-0.69-0.68
-0.67
-0.64
-0.61
-0.61
-0.60
-0.59
-0.57
-0.57
-0.54
BERTH #3
HWY 390
-0.50 -0.47
-0.43
-0.41
-0.39
-0.37
-0.33
SHEET CN-101
B E R T H
BERTH #5
B301
H W
Y
W A
K A
S A O
D O
R I
HWY 5
8, N
AHA W
EST R
OAD
H W
Y
-0.25
E17081.64
N23035.71
E17151.20
N22805.73
E17132.79
N22990.00
E17111.34
N23013.04
LIMITS TO LST BASIN.
FOR OPTION BID
SEE SHEET CN103
WHARF
COMMERCIAL
NAHA CITY
EAST CHINA SEA
WHARF
MILITARY
2m MSL
NP-1
1.99m MSL
NP-3
2m MSL
NP-4
SHEET CN-103
SHEET CN-102
AIRPORT
NAHA
B E
R T
H
BERTH #2
B306
B307 B305
B302
B322
B321
FIRE STATION
GATE
LST BASIN
HWY 331
HW
Y 332
K O
K U
B A R
IV
E R
M E
IJ
I
B R
ID
G E
BARGE SLIP
OKINAWA GAS DORI
N A
H A -H
IG
A S
H I B
Y -P
A S S
H W
Y
WEST ROAD
TUNNEL, NAHA
VEHICULAR
UNDERWATER
HARBOR EDGE/ OCEAN
W/IN EUA
DREDGING
LIMITS OF
W/IN EUA
DREDGING
LIMITS OF
4+00
3+50
5+00
4+50
6+00
5+50
7+00
6+50
7+50
(-)1+
)1
BULKHEAD EDGE
BERTH/ WHARF/
W/IN EUA ALONG
LIMITS OF DREDGING
BULKHEAD EDGE
BERTH/ WHARF/
W/IN EUA ALONG
LIMITS OF DREDGING
BULKHEAD EDGE
BERTH/ WHARF/
W/IN EUA ALONG
LIMITS OF DREDGING
SHORELINE
E16423.56
N23516.33
STA 0+00
BERTH #1
EDGE CORNER OF
BASE STA 0+00 @
DREDGE NAHA PORT
E16291.97
N23676.40
STA (-)2+13.62
NAHA PORT BASE
END DREDGE
E16326.08
N23671.71
E16347.30
N23618.06
E16322.27
N23599.80
E16447.51
N23535.47
E16592.18
N23247.66
E16570.24
N23225.19 E16996.53
N23040.27
E17058.46
N23087.68
E17070.85
N23054.94
E17161.65
N22758.55
BE VERIFIED IN FIELD AND WITH SHEETS CN101, CN102, AND CN103.
PORTLAND DISTRICT DATED 27 MARCH 2014. DREDGING LIMITS SHALL
OFFSETS FROM GEOREFERENCED AERIAL PHOTO COMPLETED BY
1. NORTHING AND EASTING ON THIS SHEET ARE TAKEN FROM BERTHING
NOTE.
DREDGE
BASE BID
BASE BID DREDGING AREA
AREA
DREDGING
BID
OPTION
E17105.57
N22745.10
STA 10+89.285
EDGE OF BERTH #4
NAHA PORT ALONG
END OPTION BID DREDGE
(-)0
)2
:0 .0
N :0 .1
E :0 .7
E16970.16
N23020.08
CORNER OF BERTH #3 & #4
= BEGIN OPTION @ EDGE
PORT BASE STA 7+75.45
END DREDGE NAHA
2.38m MSL
NP-2
A1 1:4000
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E c e
A
T S
OVERALL DREDGING PLAN
V
E R
A L L D
R E
D G
IN
G P
L
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
H O
N O
L U
L U
H I
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
T S E
L
A P
O A
P
-5
CN100
A
P A
N D
IS
T R
IC
T
3 16
JAPAN DISTRICT
®of Engineers
US Army CorpsN
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:4000
300m200m100m0
100m
75m
50m
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E S h e e t p w \C
O E -P
O H
P W
P F
T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \M il it a ry \1
O
T H
E R L
O C \1 O k in a w a A re a O ff ic e \P ro je c ts \2
\1 o k D
O N
A H
A P
O R
T D
R E
D G
IN
G S
T U
D Y \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
C i
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
A N
S I
C
D I S
O A
A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \p d f.
p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
IO
N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
M
IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
BASE BID
W/IN EUA
LIMITS OF DREDGING
-14.56
-14.31
-14.00
-13.94
-13.91
-13.63
-12.99
-12.96
-12.68
-12.65
-12.42
-12.38
-12.06
(-)1+
)1
)2
-11.61
-11.60
-11.54
-11.49
-11.37 -11.15
NAHA HARBOR
-10.71
-10.53
-10.44
-10.43
-10.41
-10.41
-10.40
-10.39
-10.39
-10.39
-10.38
-10.38
-10.37
-10.37
-10.37
-10.36
-10.36
-10.35
-10.35
-10.35
-10.33
-10.33
-10.33
-10.32
-10.30
-10.29
-10.28
-10.27
-10.27
-10.27
-10.25
-10.24
-10.23
-10.22
-10.21
-10.20
-10.20
-10.18
-10.16
-10.14
-10.14
-10.13
-10.12
-10.10
-10.09
-10.08 -10.08
-10.08
-10.08
-10.06
-10.05
-10.03
-10.02
-10.02
-9.99
-9.94
-9.90
-9.86
-9.86
-9.85
-9.85
-9.84
-9.83
-9.80
-9.78 -9.77
-9.77
-9.76
-9.75
-9.75
-9.75
-9.74
-9.73
-9.72
-9.71
-9.70
-9.70
-9.69 -9.67 -9.67
-9.67
-9.64
-9.63
BASELINE STA 0+00
BULKHEAD/ BERTH #1
CORNER WHARF/
PORT HARBOR @
DREDGE NAHA
BASELINE STA (-)2+13.62
PORT HARBOR
END DREDGE NAHA
-9.62
-9.61
-9.61
-9.60
-9.58
-9.45
-9.41
-9.40
-9.39
-9.38
-9.36
-9.36
-9.36
-9.35
-9.30
-9.29
-9.27
-9.26
-9.25
-9.25
-9.24
-9.23
-9.23
-9.22
-9.22
-9.21
-9.19
-9.16
-9.14
-9.12
-9.10
-9.07
-9.06
-9.04
-9.03
-9.02
-9.00
-8.96
-8.93
-8.89
-8.85
-8.82
-8.78
-8.76
-8.75
-8.75
-8.70
-8.67
-8.58
-8.55
-8.50
-8.50
-8.48
-8.47
-8.46
-8.46
-8.40
-8.40
-8.40
-8.37
-8.37
-8.36
-8.35
-8.33
-8.31
-8.24
-8.10
-8.09
-8.08
-8.08
-8.07
-8.05
-8.03
-7.99
-7.98
-7.96
-7.93
-7.86
-7.83
-7.83
-7.75
-7.72
-7.62
-7.58
-7.58
-7.56
-7.47 -7.44
-7.38
-7.34
-7.33
-7.33
-7.33
-7.31
-7.30
-7.27
-7.26
-7.20
-7.14
-7.13
-6.99
-6.80
-6.71
-6.34
-6.34
-6.15
-5.86
-5.66
-5.64 -5.50
-5.48-5.43
CRASH BOAT BASIN
-5.35
-5.33
-5.32
-5.31
-5.29
-5.27 -5.25
-5.23
-5.16
-5.15
-5.14
-5.14
-5.12
-5.12
-5.10
-5.10 -5.07
-5.02
-5.02
-5.01 -5.01
-4.99
-4.98
-4.91
-4.91 -4.90
-4.88
-4.86
-4.86
-4.84
-4.78
-4.76
-4.75
-4.72
-4.69
-4.67
-4.65
-4.64
-4.62
-4.61
-4.57
-4.39
-4.24
-4.22
-4.17
-4.09
-4.09 -3.98
-3.84 -3.76
-3.75
-3.73
-3.71
-3.70 -3.69
-3.68
-3.66
-3.61
-3.60 -3.47
-3.36
-3.30 -3.20
-2.97
-2.92
-2.91
-2.87
-2.85
-2.71
-2.67
-2.59
-2.50
-2.33
-2.31
-2.04
-1.79
-1.50
-1.43
-1.40
-1.28
B106
B102
B E
R T
H
BARGE SLIP
SEAW
ALL
NP-4
WHARF
MILITARY
.0m
(-)0
W/IN EUA
LIMITS OF DREDGING
W/IN EUA
LIMITS OF DREDGING
.0m
.0 m
.0m
BULKHEAD EDGE
ALONG BERTH/ WHARF/
W/IN EUA. BASELINE
LIMITS OF DREDGING
SHORELINE
SHORELINE
SHORELINE
A1 1:1000
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E c e
DREDGING PLAN - 1
NTS
KEY PLAN
IS
O A
T S
D R
E D
G
IN
G P
L A
N
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
H O
N O
L U
L U
H I
T S E
L
A P
O A
P
-5
MILITARY PORT, SEE DRAWINGS CN301 TO CN309.
2. FOR CROSS SECTIONS OF BOTH THE EUA AT NAHA
WATER VERTICAL DATUM FOR THE BASE BID.
DEPTH OF 10.4 METERS REFERENCED TO LOWER LOW
1. DREDGE WITHIN EUA AT NAHA MILITARY PORT TO A
NOTES:
CN101
A
P A
N D
IS
T R
IC
T
4 16
JAPAN DISTRICT
®of Engineers
US Army Corps
N
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:1000
75m50m25m0
25m 12.5m
18.75m
N
MATCHLIN
E
SEE
SHEET
CN10
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E S h e e t p w \C
O E -P
O H
P W
P F
T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \M il it a ry \1
O
T H
E R L
O C \1 O k in a w a A re a O ff ic e \P ro je c ts \2
\1 o k D
O N
A H
A P
O R
T D
R E
D G
IN
G S
T U
D Y \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
C i
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
A N
S I
C
D I S
O A
A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \p d f.
p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
IO
N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
M
IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
BASE BID
BASE BID
OPTION BID
SEE SHEET CN310.
TRANSITION SECTION
BASE TO OPTION BID -11.33
-11.32 -11.26
-10.87
-10.86
-10.31
-9.93
-9.90
-9.90
-9.89
-9.84
-9.72
-9.50
-9.47
-9.41
-9.36
-9.34
-9.30
-9.28
-9.27
-9.25
-9.24
-9.17
-9.17
-9.10
-9.08
-9.00
-8.96
-8.93
-8.82 -8.66
-8.65
-8.60
-8.60
-8.57
-8.56 -8.53
-8.52-8.51
-8.50
-8.46
-8.45 -8.40
-8.39
-8.37
-8.37
-8.35
-8.33
-8.31
-8.30
-8.29
-8.25
-8.22
-8.21
-8.21
-8.18
-8.18
-8.15
-8.14
-8.13
-8.12
-8.08
-8.08
-8.08
-8.07
-8.06
-8.04
-8.03
-8.00
-8.00
-7.99
-7.99
-7.99
-7.99
-7.96
-7.95
-7.95
-7.94
-7.94
-7.93
-7.92
-7.92
-7.91
-7.90
-7.86
-7.84
-7.83
-7.82
-7.82
-7.77
-7.77
-7.76
-7.75
-7.73
-7.73
-7.71
-7.71
-7.70
-7.69
-7.67
-7.65
-7.65
-7.63
-7.63
-7.61
-7.61
-7.61
-7.60
-7.60
-7.60
-7.60
-7.59
-7.58
-7.58
-7.58
-7.57
-7.56
-7.52
-7.51
-7.51
-7.50
-7.48
-7.48
-7.47
-7.45
-7.42
-7.41
-7.40
-7.37
-7.36
-7.36
-7.35
-7.34
-7.33
-7.33
-7.33
-7.32
-7.32
-7.31
-7.31
-7.30
-7.30
-7.30
-7.30
-7.29
-7.29
-7.27
-7.26
-7.26
-7.25
-7.24
-7.24
-7.23
-7.23
-7.22
-7.22
-7.21
-7.20
-7.20
-7.20
-7.20
-7.19
-7.19
-7.18
-7.18
-7.18
-7.17
-7.17
-7.16
-7.15
-7.14
-7.14 -7.14
-7.13
-7.12
-7.12
-7.11
-7.11
-7.10
-7.10
-7.10
-7.10
-7.10
-7.09 -7.09
-7.09
-7.08
-7.08
-7.07
-7.07
-7.07
-7.07
-7.06
-7.03
-7.03
-7.03
-7.03
-7.01
-7.01
-7.01
-7.00
-6.99
-6.97
-6.96
-6.96
-6.95
-6.95
-6.90 -6.90
-6.89
-6.87
-6.86
-6.85
-6.85
-6.83
-6.82
-6.82
-6.76
-6.75
-6.75
-6.73
-6.63
-6.55
-6.53
-6.53
-6.51
-6.50
-6.41
-6.41
-6.34
-6.27
-6.21
-6.21
-6.14
-6.13
-6.12
-6.05
-6.04
-6.02
-5.93
-5.87
-5.77
-5.65
-5.58
-5.54
-5.53
-5.28
-5.27
-5.27 -5.22
-5.21
-5.15
-5.11
-5.00
-4.98
-4.82
-4.80
-4.79
-4.73
-4.65
-4.64
-4.60
-4.57
-4.55
-4.53
-4.53
-4.52
-4.52 -4.50
-4.48
-4.47
-4.46
-4.45
-4.45
-4.45
-4.45
-4.44
-4.43
-4.42
-4.39
-4.29
-4.28
-4.27
-4.21
-4.19
-4.14
-4.10
-3.99
-3.95
-3.92
-3.84
-3.66
-3.56
-3.56
-3.50
-3.34
-3.23
-3.19
-3.13
-3.11
-2.96
-2.93
-2.85
-2.78
-2.54
-2.40
-2.22
-2.21
-1.98
-1.97 -1.96
-1.82
-1.65
-1.63
-1.49-1.47
-1.30-1.20
-1.09
-1.03
-0.91
-0.88
-0.88
-0.57
-0.57
-0.50
-0.43
H W
Y
BERTH #2
BERTH #3
B E R T H
BERTH #3
WHARF
MILITARY
B E
R T
H
BERTH #2
B307
B306
B305
B322
OKINAW
A GAS DORI
NP-3
NP-2
MILITARY WHARF
COMMERCIAL WHARF
NAHA HARBOR
HARBOR EDGE
COMMERCIAL WHARF
HARBOR EDGE
COMMERCIAL WHARF
HARBOR EDGE
COMMERCIAL WHARF
W/IN EUA
DREDGING
LIMITS OF
W/IN EUA
DREDGING
LIMITS OF
W/IN EUA
DREDGING
LIMITS OF
B E
R T
H
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
.0m
.0 m
.0m
.0 m
BULKHEAD EDGE
ALONG BERTH/ WHARF/
W/IN EUA. BASELINE
LIMITS OF DREDGING
BULKHEAD EDGE
ALONG BERTH/ WHARF/
W/IN EUA. BASELINE
LIMITS OF DREDGING
AREA W/IN EUA
BID DREDGING
LIMITS OF OPTION
BERTH #3 & #4
@ EDGE CORNER OF
= BEGIN OPTION BID DREDGE
PORT BASE BID STA 7+75.45
END DREDGE NAHA
30.
0m
A1 1:1000
DREDGING PLAN - 2
NTS
KEY PLAN
IS
S
U E D
A T
E
L O
C A
T
IO
N N
U M
B E
R
S O
L
IC
IT
/C
O N
T R
A C
T N
U M
B E
R j3 e c e h l
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
H O
N O
L U
L U
I
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
D
E D
G
IN
G P
L A
N
P
O A
P
-5
T S E
L U
S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
PORT, SEE DRAWINGS CN301 TO CN310.
2. FOR CROSS SECTIONS OF EUA AT NAHA MILITARY
WATER VERTICAL DATUM FOR THE BASE BID.
DEPTH OF 10.4 METERS REFERENCED TO LOWER LOW
1. DREDGE WITHIN EUA AT NAHA MILITARY PORT TO A
NOTES:
B C
O E /X
X P
E R
C E
N T R
E V
IE
W
CN102
J A
P A
N D
IS
T R
IC
T
5 16
DISTRICT NAME
®of Engineers
US Army Corps
N
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:1000
75m50m25m0
25m 12.5m
18.75m
N
MATCHLIN
E
SEE
SHEET
CN10
M
ATCHLI
NE
SEE
SHEET
CN10
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E S h e e t p w \C
O E -P
O H
P W
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T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \M il it a ry \1
O
T H
E R L
O C \1 O k in a w a A re a O ff ic e \P ro je c ts \2
\1 o k D
O N
A H
A P
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D G
IN
G S
T U
D Y \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
C i
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
A N
S I
C
D I S
O A
A L in e W e ig h ts c p w -w o rk \p o h -1 \j e c e h l\ d \p d f.
p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
IO
N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
M
IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
BID
OPTION
LST BASIN
-10.90
-10.73
-10.51
-10.07
-9.63
-9.52
-9.48
-9.37
-9.23
-9.21
-9.19
-9.19
-9.12
-9.11
-9.09
-9.08
-9.02
-9.01
-8.97
-8.96
-8.94
-8.92
-8.83
-8.82
-8.82
-8.82
-8.80
-8.80
-8.79
-8.77
-8.74
-8.72
-8.71
-8.71
-8.69 -8.69
-8.66
-8.66
-8.64
-8.64
-8.64
-8.64
-8.63
-8.63
-8.63
-8.63
-8.63
-8.62
-8.60
-8.60
-8.59
-8.57
-8.56
-8.55
-8.53
-8.53
-8.51 -8.50
-8.50
-8.50
-8.47
-8.46
-8.45
-8.42
-8.40
-8.39
-8.39
-8.37
-8.35
-8.33
-8.33
-8.32
-8.31
-8.29
-8.22
-8.21
-8.21
-8.18
-8.13
-8.12
-8.08
-8.08
-8.04
-8.03
-8.00
-7.95
-7.94
-7.92 -7.90
-7.83
-7.74
-7.72
-7.72
-7.68
-7.65
-7.63
-7.60
-7.54
-7.51
-7.47
-7.42
-7.37
-7.34
-7.31
-7.31
-7.26
-7.20
-7.14
-7.14 -7.14
-7.07
-6.97
-6.92
-6.85
-6.82
-6.77
-6.75
-6.73
-6.63
-6.57
-6.55
-6.53
-6.53
-6.52
-6.52
-6.50
-6.43
-6.30
-6.27
-6.22
-6.21
-6.18
-6.18
-6.14
-6.13
-6.12
-6.04
-6.02
-6.00
-5.93
-5.87
-5.87
-5.84
-5.82
-5.82
-5.76
-5.75
-5.72
-5.65
-5.58
-5.54
-5.54
-5.54
-5.53
-5.29
-5.27 -5.22 -5.11
-5.04
-4.94
-4.92
-4.83
-4.82
-4.80
-4.75
-4.73
-4.62
-4.60
-4.49
-4.46
-4.38
-4.29
-4.27
-3.98
-3.91
-3.50
-3.38
-3.31
-3.23
-3.19
-2.95
-2.85
-2.83
-2.67
-2.61
-2.10
-1.98
-1.92
-1.65
-1.63
-1.49
-1.49
-1.47
-1.44
-1.42
-1.40
-1.34
-1.31
-1.30
-1.26
-1.23
-1.23
-1.20
-1.19
-1.17-1.17
-1.17
-1.16
-1.15
-1.15
-1.15
-1.14
-1.14
-1.14
-1.13
-1.13 -1.11
-1.10
-1.09
-1.08
-1.08 -1.07
-1.05
-1.05
-1.03
-1.03 -1.02
-1.01
-1.00 -0.99
-0.99
-0.98
-0.98
-0.96
-0.96
-0.95
-0.95
-0.95
-0.94
-0.94
-0.94
-0.93
-0.91
-0.91
-0.89
-0.89
-0.89
-0.88
-0.88
-0.86
-0.86
-0.86
-0.85 -0.81
-0.80
-0.79
-0.79
-0.77
-0.77
-0.75 -0.73
-0.70
-0.69-0.68
-0.67
-0.61
-0.61
-0.60
-0.59
-0.57
-0.57
-0.54
SHORELINE
-0.50 -0.47
-0.43
-0.41
-0.39
-0.37
-0.33
B301
BERTH #5
ROAD
-0.25
BULKHEAD EDGE
ALONG BERTH/ WHARF/
STA 10+89.285
HARBOR BASELINE
END DREDGE NAHA PORT
BERTH #3
B E R T H
B E R T H
B E
R T
H
B307
B305
B302
B321
B322
M E
IJ
I
B R
ID
G E
H W
Y
HW
Y 332
HW
Y 331
WHARF
MILITARY
WHARF
MILITARY
NP-2
NP-1
FIRE STATION
HARBOR EDGE
W/IN EUA
DREDGING
LIMITS OF
.0 m
BULKHEAD EDGE
BERTH/ WHARF/
BASELINE ALONG
DREDGING W/IN EUA.
LIMITS OF OPTION BID
BULKHEAD EDGE
BERTH/ WHARF/
BASELINE ALONG
DREDGING W/IN EUA.
LIMITS OF OPTION BID
BID DEPTH OF 10.4m.
W/IN EUA TO LST OPTION
LIMITS OF DREDGING
BID DEPTH OF 9.1m.
W/IN EUA TO LST OPTION
LIMITS OF DREDGING
BID DEPTH OF 7.9m.
W/IN EUA TO LST OPTION
LIMITS OF DREDGING
SEE SHEET CN310
LST CROSS SECTION
.0 m
.0 m
A1 1:1000
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E c e
DREDGING PLAN - 3
O A
T S
D R
E D
G
IN
G P
L A
N
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
H O
N O
L U
L U
H I
T S E
L
A P
O A
P
-5
1 2 3
ANGLE
DELTA SWEEP
CURVE RADIUS
EATING
NORTHING/
CURVE RADIUS
CENTER PT
EASTING
NORTHING/
CURVE END
EASTING
PT NORTHING/
CURVE MID
EASTING
NORTHING/
CURVE START
REFERENCE
CURVE DATA
250m
E 17,052.84 N 23,070.51
E 17,253.84 N 22,921.85
E 17,204.90 N 22,872.07
E 17,144.10 N 22,837.76
256.5m
E 17,052.84 N 23,070.51
E 17,259.55 N 22,918.64
E 17,208.77 N 22,866.85
E 17,145.52 N 22,831.31
262.5m
E 17,052.84 N 23,070.51
E 17,264.81 N 22,915.67
E 17,212.34 N 22,862.03
E 17,146.84 N 22,825.41
LST OPTION BID DREDGE LIMIT CURVE DATA
EXERCISED. SEE SPECIFICATIONS.
3. DREDGE DEPTH DEPENDS ON BID OPTION
PORT, SEE DRAWINGS CN301 TO CN310.
2. FOR CROSS SECTIONS OF EUA AT NAHA MILITARY
PROPOSAL.
AN OPTION BID DREDGE DEPTH SELECTED ON BID
1. DREDGE WITHIN EUA AT NAHA MILITARY PORT TO
NOTES:
CN103
A
P A
N D
IS
T R
IC
T
6 16
JAPAN DISTRICT
NTS
KEY PLAN
M
ATCHLI
NE
SEE
SHEET
CN10
®of Engineers
US Army Corps
N
NOTE: ALL UNITS ARE IN METRIC(m) UNLESS INDICATED OTHERWISE.
GRAPHIC SCALE
SCALE: 1:1000
75m50m25m0
25m 12.5m
18.75m
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
S
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:1
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E S h e e t p w \C
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A H
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p lt c fg
P R
IN
T E
D B
Y j3 e c e h l
L A
S T S
A V
E D B
Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
IL
E N
U M
B E
R
L O
C A
T
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N N
O
S O
L
IC
IT
C
O N
T R
A C
T N
O
S
U B
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IT
T A
L
N A
H A P
O R
T J
A P
A N
D R
E D
G E W
H A
R V
E S B
-B
F Y P
N
TO NAHA CITY TO NAHA CITYTO SEA WALL
DREDGE LIMITS
DREDGE LIMITS
TO NAHA CITY TO NAHA CITY
DREDGE LIMITS
DREDGE LIMITS
TO SHORE LINE
LIMIT OF SURVEY
LIMIT OF SURVEY
TO SEA WALL
LIMITS OF SURVEY
CRASH BOAT BASIN BULKHEAD BERTH
4. ALL DREDGE ELEVATIONS ARE REFERENCED TO TIDAL DATUM LOWEST LOW WATER.
ARE ACHIEVED WITHIN THE DREDGING LIMITS.
3. PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL ENSURE THAT THE TARGET DEPTHS
ARE ANTICIPATED SUBSEQUENT TO SLOUGHING OF SEDIMENT INTO THE DREDGE AREA.
2. DREDGING TO BE ACCOMPLISHED WITHIN THE LIMITS OF THE EUA. SIDE SLOPES SHOWN
1. CROSS SECTIONS LOOK OUT TOWARDS EAST CHINA SEA.
NOTES:
STA (-)0+50 STA (-)1+00
STA (-)1+50 STA (-)1+96.7
0m 10 20 30 40
-12
-10
-8
-6
-4
-2
4m
-12
-10
-8
-6
-4
-2
4m
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
ELEVATION = -10.9m
OVERDEPTH DREDGING
30.0 m
-12
-10
-8
-6
-4
-2
4m4m
-2
-4
-12
-10
-8
-6
0m 10 20 30 40
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
30.0m
ELEVATION = -10.9m
OVERDEPTH DREDGING
PORT HARBOR
BASELINE NAHA
0m 10 20 30 40
-12
-10
-8
-6
-4
-2
4m
-10
-12
-10
-8
-6
-4
-2
4m
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
ELEVATION = -10.9m
OVERDEPTH DREDGING
30.0 m
-12
-10
-8
-6
-4
-2
4m4m
-2
-4
-12
-10
-8
-6
0m 10 20 30 40-10
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
30.0m
ELEVATION = -10.9m
OVERDEPTH DREDGING
PORT HARBOR
BASELINE NAHA
-20-30
CRASH BOAT BASIN
1.9m
LOWEST LOW WATER LOWEST LOW WATER
LOWEST LOW WATER LOWEST LOW WATER
A
R M
Y C
O R
P S O
F E
N G
IN
E E c e h l
IS
O A
N O
L U
L U E
N G
IN
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IS
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G C
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A H
A P
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T S E
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A P
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H A
R B
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T A )1
.7
CN301
A
P A
N D
IS
T R
IC
T
7 16
JAPAN DISTRICT
®of Engineers
US Army Corps
HORIZ SCALE: 1:250 VERT SCALE: 1:100
4m2m10m 005m
E N
A M
E
D E
S
IG
N E
D B
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D E
S C
R
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D B
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P L
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C A
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D A
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D E
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
/6 /2
:3
:1
P
M D
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IM
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M O
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IN
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Y j3 e c e h l
L A
S T S
A V
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Y project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
C K
D B
Y
IS
S
U E D
A T
E
P L
O T D
A T
E
D W
N B
Y
F
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E N
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N N
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G E W
H A
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-B
F Y P
N
TO BARGE SLIP
EUA DREDGE LIMITS
EUA DREDGE LIMITS
TO BARGE SLIP
EUA DREDGE LIMITS
EUA DREDGE LIMITS
TO BARGE SLIP TO COMMERCIAL WHARF
4. ALL DREDGE ELEVATIONS ARE REFERENCED TO TIDAL DATUM LOWEST LOW WATER.
ARE ACHIEVED WITHIN THE DREDGING LIMITS.
3. PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL ENSURE THAT THE TARGET DEPTHS
ARE ANTICIPATED SUBSEQUENT TO SLOUGHING OF SEDIMENT INTO THE DREDGE AREA.
2. DREDGING TO BE ACCOMPLISHED WITHIN THE LIMITS OF THE EUA. SIDE SLOPES SHOWN
1. CROSS SECTIONS LOOK OUT TOWARDS EAST CHINA SEA.
NOTES:
STA 0+00 STA 0+50
STA 1+00
STA 1+50
0m 10 20 30 40
-12
-10
-8
-6
-4
-2
4m
-10
-12
-10
-8
-6
-4
-2
4m
-12
-10
-8
-6
-4
-2
4m4m
-2
-4
-12
-10
-8
-6
-12
-10
-8
-6
-4
-2
4m4m
-2
-4
-12
-10
-8
-6
-12
-10
-8
-6
-4
-2
4m4m
-2
-4
-12
-10
-8
-6
0m 10 20 30 40-10
0m 10 20 30 40-100m 10 20 30 40-10
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
ELEVATION = -10.9m
OVERDEPTH DREDGING
BERTHING #1
BULKHEAD
EXISTING
30.0 m
BASELINE NAHA PORT HARBOR
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
30.0m
ELEVATION = -10.9m
OVERDEPTH DREDGING
ELEVATION = -10.9m
OVERDEPTH DREDGING
30.0 m
ELEVATION = -10.9m
OVERDEPTH DREDGING
BASELINE NAHA PORT HARBOR
EXISTING HARBOR BOTTOM
ELEVATION = -10.4m
REQUIRED DREDGE
BASELINE NAHA PORT HARBOR
EXISTING HARBOR BOTTOM
ELEVATION = -10.4m
REQUIRED DREDGE
BERTHING #1
BULKHEAD
EXISTING
BERTHING #1
BULKHEAD
EXISTING
BERTHING #1
BULKHEAD
EXISTING
30.0m
LOWEST LOW WATER LOWEST LOW WATER
LOWEST LOW WATERLOWEST LOW WATER
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8 16
JAPAN DISTRICT
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US Army Corps
VERT SCALE: 1:100
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IDENTIFICATION
SHEET
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C K
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4. ALL DREDGE ELEVATIONS ARE REFERENCED TO TIDAL DATUM LOWEST LOW WATER.
ARE ACHIEVED WITHIN THE DREDGING LIMITS.
3. PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL ENSURE THAT THE TARGET DEPTHS
ARE ANTICIPATED SUBSEQUENT TO SLOUGHING OF SEDIMENT INTO THE DREDGE AREA.
2. DREDGING TO BE ACCOMPLISHED WITHIN THE LIMITS OF THE EUA. SIDE SLOPES SHOWN
1. CROSS SECTIONS LOOK OUT TOWARDS EAST CHINA SEA.
NOTES:
STA 2+00
STA 2+50
STA 3+00 STA 3+50
403020100m-10
-12
-10
-8
-6
-4
-2
4m
403020100m-10
-12
-10
-8
-6
-4
-2
4m
403020100m-10
-12
-10
-8
-6
-4
-2
4m
403020100m-10
-12
-10
-8
-6
-4
-2
4m
50 60
-12
-10
-8
-6
-4
-2
4m
-12
-10
-8
-6
-4
-2
4m
-12
-10
-8
-6
-4
-2
4m
-12
-10
-8
-6
-4
-2
4m
EXISTING HARBOR BOTTOM
ELEVATION = -10.4m
REQUIRED DREDGE
30.0m
BASELINE NAHA PORT HARBOR
ELEVATION = -10.9m
OVERDEPTH DREDGING
ELEVATION = -10.9m
OVERDEPTH DREDGING
ELEVATION = -10.9m
OVERDEPTH DREDGING
ELEVATION = -10.9m
OVERDEPTH DREDGING
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
ELEVATION = -10.4m
REQUIRED DREDGE
EXISTING HARBOR BOTTOM
BASELINE NAHA PORT HARBOR
BERTHING #1
BULKHEAD
EXISTING
BERTHING #1
BULKHEAD
EXISTING
BERTHING #1
BULKHEAD
EXISTING
BERTHING #2
BULKHEAD
EXISTING
30.0m
30.0m 30.0m
LOWEST LOW WATER LOWEST LOW WATER
LOWEST LOW WATERLOWEST LOW WATER
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C K
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