Honolulu_Harbor_RTA_Plans_2020-02-04_Part1.pdf
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- Solicitation number
- W9128A-20-B-0001
About this file
This pre-solicitation notice announces the U.S. Army Corps of Engineers' intent to issue a solicitation for maintenance dredging of Honolulu Harbor on the island of Oahu, Hawaii. The project involves removing approximately 140,000 cubic yards of accumulated sediment to restore authorized harbor depths, using a mechanical clamshell dredge. Sediment will be disposed at the South Oahu Ocean Dredged Material Disposal Site and an upland disposal site in Kalaeloa with dewatering at Barbers Point Harbor. The estimated performance period is 540 calendar days with a project value between $10-25 million. The North American Industry Classification code is 237990 and the small business size standard is $30 million average annual revenue, performing at least 40% of the work. The firm fixed-price contract will be awarded following an invitation for bid. The pre-bid site visit is scheduled for a future date, with solicitation documents to be posted on SAM.gov. Small, disadvantaged, and women-owned businesses are encouraged to compete as prime or joint venture contractors.
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NIIHAU
HAWAII
MAUI
MOLOKAI
LANAI
OAHU
KAUAI
KAHOOLAWE
PACIFIC OCEAN
GI001
LOCATION MAP
PROJECT SITE
NN
SCALE ALL OTHER SHEET SIZES ACCORDINGLY
THE ACTUAL SIZE OF THIS PLAN SET IS 44x34.
HALEIWA
KOKO HEAD
HONOLULU
WAHIAWA
WAIANAE
BEACH
EWA
KALAELOA
KAHUKU
LAIE
KAHANA
KANEOHE
WAIMANALO
KAILUA
KAENA PT
WAIPAHU
ISLAND OF OAHU
PACIFIC OCEAN
INDEX OF DRAWINGS
SURVEY CONTROL NETWORK
BM
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROLS IN THE FIELD.7.
AZIMUTHS ARE MEASURED CLOCKWISE FROM SOUTH.6.
GEOGRAPHIC COORDINATES ARE REFERENCED TO NAD83 (1993) HARN.5.
ELEVATIONS SHOWN ARE NEGATIVE(-) UNLESS OTHERWISE NOTED AS POSITIVE(+).4.
(NWLON:1612340), 1983-2001 TIDAL EPOCH.
ELEVATION DATUM REFERENCED TO HONOLULU HARBOR TIDE GAUGE 3.
(MLLW) DATUM.
ELEVATIONS IN FEET AND TENTHS REFERENCED TO THE MEAN LOWER LOW WATER 2.
SYSTEM ZONE 3, NAD83 HARN (1993), FEET.
NORTHING AND EASTING COORDINATES ARE HAWAII STATE PLANE COORDINATE 1.
SURVEY CONTROL NOTES:
°8 ’8
.2
°1
’1
.6
265°45’16"
2723.27
306°59’42"
6293.85
BM
BM
BM
BM
ABBREVIATIONS / SYMBOLS
L
568.05
219°1’8"
301.09
70°22’12"
T
IT
L E S
H E
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NN
NN
h n
G I0
X X
X .d g n
BM
TC
FEDERAL PROJECT LINE
& PROJECT BASELINE
HARBOR CENTERLINE
7.25’(+) MLLW
1,679,007.157 E
54,158.076 N
SURVEY DISK
BM NALO MELI
6.27’(+) MLLW
1,681,722.962 E
54,359.679 N
SURVEY DISK
BM ’OPALA
6.02’(+) MLLW
1,686,749.801 E
50,572.372 N
BENCH MARK DISK
BM 161 2340 TIDAL 11
7.52’(+) MLLW
1,686,939.703 E
49,664.400 N
BENCH MARK DISK
BM 161 2340 TIDAL 21
6.21’(+) MLLW
1,686,656.113 E
49,563.251 N
BENCH MARK DISK
BM 161 2340 TIDAL 20
AND COSA
AND STORAGE AREA
HARBOR
HONOLULU
PROJECT SITE
HARBOR
BARBER’S POINT
PROJECT SITE
PVT LANDFILL
PROJECT SITE
MAINTENANCE DREDGING
HONOLULU HARBOR
DREDGE AREA
DREDGE AREA
FINAL PLANS
HONOLULU HARBOR, ISLAND OF OAHU, HAWAII
1,684,753.68 E
47,756.67 N
CENTER POINT
ENTRANCE CHANNEL
HONOLULU HARBOR
TYP.
TC
STA.
SHT.
N.I.C.
N
MI.
MLLW
HDOT
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EXIST.
E
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B
DEPARTMENT OF TRANSPORTATION
HDOT LEASE
TYPICAL
TURBIDITY CURTAIN
STATION
SHEET
NOT IN CONTRACT
NORTHING
MILE
MEAN LOWER LOW WATER
STATE OF HAWAII
FEET
EXISTING
EASTING
CONTRACTOR OPERATIONS
BEST MANAGEMENT PRACTICES
BASELINE
DREDGE OFF LOADING AREA
UNSUITABLE MATERIAL
SUITABLE MATERIAL
RESERVED AREA FOR
EXISTING WALL
TURBIDITY CURTAIN
CROSS SECTIONS
FEDERAL PROJECT LIMITS
DREDGE ZONE LIMITS
DREDGE AREA
PROJECT DEPTH
SURVEYED BOTTOM
SLOPE
SECOND OF ARC
MINUTE OF ARC, FEET
DEGREE OF ARC
UNLIGHTED BUOYS
LIGHTED BUOYS
LIGHTS
BENCH MARK
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THIS WORK WAS PREPARED BY ME
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EXPIRATION DATE OF LICENSE
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GUARD
U.S. COAST
S A
N D
IS
L A
N D B
R
ID
G E
PIER
P
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PIER
38 (END)
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CN100
BM
BM
BM
BM
BM
124°32’04" 3689.49’
99°47’02" 1919.33’
°1
’3 " 1
.3
°5
’0 " 1
.3
°5
’3
.3
.2
°0
’0
°1 ’8
.0
306°59’42"
6293.84’
’2
.8
°1
’1
.6
70° 22’
12"
.09
-40 FT. PR
O
JEC
T D
EPTH
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T P
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C T D
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T H
PROJECT LINE
FEDERAL
NN
OVERALL SITE PLAN
O V
E R
A L L S
IT
E P
L A
N
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
+0
+0
+0
50+00
+0
+0
DEP
THPROJ
ECT
7.1
6’68 °56 ’33
& PROJECT BASELINE
HARBOR CENTERLINE
SCALE: 1" = 400’
400’ 800’
U5
U5
U6
U2
GUARD
U.S. COAST
2000.
APPROXIMATE BANKLINE DIGITIZED FROM DOQQ PHOTOGRAPHY TAKEN JANUARY 30, 3.
SHEETS CN101-CN105.
SURVEY CONTROL NOTES, SHEET GI001. HYDROGRAPHIC SURVEY INFORMATION ON
SOUNDINGS ARE DEPTHS IN FEET AND TENTHS BELOW THE MLLW DATUM. SEE 2.
DISTRICT, PORTLAND. BASEMAP FEATURES ARE APPROXIMATE.
HYDROGRAPHIC SURVEY COMPLETED FEBRUARY 15, 2019 BY U.S. ARMY ENGINEER 1.
HYDROGRAPHIC SURVEY NOTES
7.25’(+) MLLW
1,679,007.157 E
54,158.076 N
SURVEY DISK
BM NALO MELI
6.27’(+) MLLW
1,681,722.962 E
54,359.679 N
SURVEY DISK
BM ’OPALA
6.02’(+) MLLW
1,686,749.801 E
50,572.372 N
BENCH MARK DISK
BM 161 2340 TIDAL 11
7.52’(+) MLLW
1,686,939.703 E
49,664.400 N
BENCH MARK DISK
BM 161 2340 TIDAL 21
6.21’(+) MLLW
1,686,656.113 E
49,563.251 N
BENCH MARK DISK
BM 161 2340 TIDAL 20
(UNSUITABLE MATERIAL)
DREDGE AREA
265°45’16" 2723.
26’ h n
C N
X X .d g n
SEE SHEET CN106
DOCKING AREA
PIER 38, DAILY
SEE SHEET CN106
STORAGE AREA
OPERATIONS AND
PIER 38, CONTRACTOR
SHEET CN105
DREDGE ZONES U3A & U3B
U4 U3B
U3A
-23
FT
T R
A N S
IT
IO
N A
R E
A
1,684,753.68 E
47,756.67 N
CENTER POINT
ENTRANCE CHANNEL
HONOLULU HARBOR
(SUITABLE FOR OCEAN DISPOSAL)
DREDGE AREA
DEPTH
PROJECT
-35 FT.
S H
E E
T C
N
D R
E D
G E Z
O N
E U
SHEET CN103
DREDGE ZONE U2
SHEET CN102
DREDGE ZONES U5 & U6
SHEET CN104
DREDGE ZONE U4
DEP
TH
PRO
JE
CT
-3
FT
DEP
TH
PRO
JE
CT
-4
FT
CONTRACTOR IS NOT TO MOVE ANY BUOYS.
COORDINATE WITH THE USCG FOR THE NECESSARY BUOY RELOCATIONS. THE
TEMPORARY BUOY RELOCATIONS ARE REQUIRED, THE GOVERNMENT WILL
BUOY PLACEMENT IS REGULATED BY THE UNITED STATES COAST GUARD (USCG). IF 14.
FOUND AT HTTP://HAWAII.PORTCALL.COM
SHIP MOVEMENTS, CRUISE SHIP SCHEDULE AND BERTHING RESERVATIONS CAN BE 13.
APPLICABLE GOVERNMENT RULES AND REGULATIONS.
OTHER MAN-MADE DEBRIS THAT ARE DREDGED IN ACCORDANCE WITH THE
COORDINATION WITH THE CONTRACTING OFFICER. PROPERLY DISPOSE OF ALL
GOVERNMENT AND SHALL BE DEPOSITED AT KALAELOA BARBERS POINT COSA PER
TO SURFACE DURING DREDGING OPERATIONS SHALL BECOME THE PROPERTY OF THE
ANCHORS, CHAINS, FIREARMS, AND OTHER ARTICLES OF VALUE WHICH ARE BROUGHT 12.
CONSTRUCTION OF DEWATERING BERM.
BARBERS POINT HARBOR SHOWN ON SHEET CN107. FILL MATERIAL MAY BE USED FOR
LOCATION OF FILL MATERIAL AVAILABLE FOR CONTRACTOR’S USE AT KALAELOA 11.
SEE SURVEY CONTROL NOTES SHEET GI001 FOR COORDINATE SYSTEM INFORMATION.10.
WORK.
CONTRACTING OFFICER’S REPRESENTATIVE OF SAME PRIOR TO COMMENCEMENT OF
CONTRACTOR SHALL LOCATE ALL UTILITIES AND INFORM GOVERNMENT 9.
WORK, STORAGE AND DEWATERING AREAS AT KALAELOA BARBERS POINT HARBOR.
DREDGE MATERIAL DEWATERING SHALL TAKE PLACE WITHIN LIMITS OF CONTRACTOR 8.
APPROVED BY THE HONOLULU HARBOR MASTER.
USE OF CONTRACTOR WORK AND STORAGE AREA SHALL BE COORDINATED WITH AND 7.
CN106; AND AT KALAELOA BARBERS POINT HARBOR AS SHOWN ON SHEET CN107.
CONTAINED WITHIN THE WORK AREAS AS NOTED; AT PIER 38 AS SHOWN ON SHEET
ALL WORK, EQUIPMENT AND DREDGED MATERIAL LOADING OPERATIONS SHALL BE 6.
DURING DREDGING OPERATIONS TO ALLOW FOR TUGS AND BARGES TO PASS.
FOR A 10-12 HOUR SHIFT. KEEP 200 FEET MINIMUM OF THE ENTRANCE CHANNEL OPEN
WORK WITHIN THE ENTRANCE CHANNEL CAN BE PERFORMED 8 DAYS PER MONTH, 5.
LAUNCH RAMPS SHALL NOT BE BLOCKED.
TO PERMIT TRANSIT THROUGH THE HARBOR BY VESSELS, AND ACCESS TO THE
A MINIMUM OF ONE HALF THE CHANNEL WIDTH SHALL BE MAINTAINED AT ALL TIMES 4.
WITH AND APPROVED BY THE HONOLULU HARBOR MASTER.
USE OF HARBOR FACILITIES, INCLUDING LOADING DOCKS, SHALL BE COORDINATED 3.
REGISTRATION DETAILS.
CONTACT THE HONOLULU HARBOR MASTER AT (808) 587-2080 FOR AGENT
ADDITIONAL BERTH SPACE AND VESSEL MOVEMENTS. THE CONTRACTOR SHALL
HARBORS DIVISION TO INCLUDE BUT NOT BE LIMITED TO FACILITATE SCHEDULING OF
WILL BE THE CONTRACTOR’S POINT OF CONTACT FOR ALL COORDINATION WITH DOT,
WITH THE DEPARTMENT OF TRANSPORTATION (DOT), HARBORS DIVISION. THIS AGENT
THE CONTRACTOR SHALL APPOINT OR HIRE A BOOKING AGENT THAT IS REGISTERED 2.
TASKS.
SEE SHEETS CN101 TO CN105 FOR DESCRIPTIONS OF PROJECT AREAS AND WORK 1.
GENERAL NOTES
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P S O
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No.11108-C
W
HA
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AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
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IC
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N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
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1,684,000 E
A R
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F O
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-4 .3
-4 .4
-1 .0
-2 .1
-2 .8
-4 .0
-3 .9
-4 .3
-4 .4
-4 .5
-5 .5
-5 .9
-5 .3
-5 .9
-5 .0
-5 .9
-6 .0
-6 .5
-6 .3
-5 .3
-1 .2
-1 .3
-4 .2
-4 .1
-1 .2
-1 .0
-2 .6
-4 .2
-4 .8
-4 .1
-4 .8
-4 .1
-4 .9
-4 .9
-4 .5
-5 .4
-5 .0
-5 .5
-1 .4
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CN101
NN
h n
C N
X X .d g n
0 600’ 1200’
SCALE: 1" = 1,200’
Z O
N E U
D R
E D
G
IN
G P
L A
N
DREDGING PLAN - ZONE U7
3487.7’
39°20’30"
TO DREDGE AREA U7 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
3422.73’
30°34’29"
TO DREDGE AREA U7 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
E: 1682987.08
N: 44966.45
#1
E: 1683428.54
N: 44731.72
#28
PIER 1
PACIFIC OCEAN
PACIFIC OCEAN
ISLAND
SAND
PROJECT BASELINE
HARBOR CENTERLINE &
U7
LIMITS
DREDGE ZONE U7
LIMITS
DREDGE ZONE U7
PROJECT LINE
FEDERAL
PROJECT LINE
FEDERAL
(SUITABLE FOR OCEAN DISPOSAL)
DREDGE AREA -45 FT. PROJECT DEPTH
DISPOSAL), TYPICAL
(SUITABLE FOR OCEAN
DREDGE TO 45 FT. MLLW
DREDGE AREA U7
DISPOSAL), TYPICAL
(SUITABLE FOR OCEAN
DREDGE TO 45 FT. MLLW
DREDGE AREA U7
A
B
S O
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IDENTIFICATION
SHEET
D A
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A P
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SHEET OF
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S fiof Engineers
US Army Corps
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No.11108-C
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Licensed
Engineer
Professional
N N
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OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
D E
S C
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IP
T
IO
N
-46.31
-47.39
-51.88
-50.47
-52.87
-52.48
-51.20
-50.05
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-33.86
-22.34
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-34.75
-35.69
-28.67
-37.26
-39.51
-34.54
-34.86
-31.00
-29.55
-15.72
-34.69
-29.47
-32.12
-34.94
-34.95 -32.49
-16.30
-33.16
-40.70
-42.12
-40.00
-41.33
-41.28
-38.16
-20.69
-23.45
-31.90
-25.47
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
CN102
NN
PROJECT LINE
FEDERAL
PIER 21
PIER 22
PIER 25
PIER 11
PIER 10
"RED 10"
PROJECT BASELINE
HARBOR CENTERLINE &
h n
C N
X X .d g n
SCALE: 1" = 60’
U6
U5
°3
’0
.0
°30’
00"
.00’
281°24’00"128.47’
°2
’0
.0
130.00’
101°24’00"
E: 1684786.00
N: 51404.51
#18
E: 1686109.24
N: 52379.94
#20
E: 1686110.11
N: 52038.18
#21
E: 1686264.17
N: 51603.14
#22
E: 1685721.05
N: 51121.21
#23
E: 1684904.57
N: 51978.81
#19
2235.78’
122°36’56"
TO DREDGE AREA U5 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
2140.09’
114°20’09"
TO DREDGE AREA U5 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
1977.54’
146°46’15"
TO DREDGE AREA U5 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
1206.46’
155°07’42"
TO DREDGE AREA U5 LIMITS
BENCH MARK DISK
TIE BM 161 2340 TIDAL 11
UPLAND DISPOSAL ONLY)
(UNSUITABLE MATERIAL PRESENT
DREDGE AREA -35 FT. PROJECT DEPTH
Z O
N E
S U
U
D R
E D
G
IN
G P
L A
N
DREDGING PLAN - ZONES U5 & U6
LIMITS
DREDGE ZONE U5
LIMITS
DREDGE ZONE U6
U5
U5
0 60’ 120’
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U6
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U5
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U5
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U5
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U5
TYPICAL
UPLAND DISPOSAL ONLY),
PRESENT
(UNSUITABLE MATERIAL
DREDGE TO 35 FT. MLLW
DREDGE AREA U5
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
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M A
R K
D A
T E
F
IL
E N
U M
B E
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S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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T E
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D R
IC
K
S P
U B
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IC
O B
M E
Y E
R S
:1
O K
A H
A R
A A
N D A
S S
O C
IA
T E
S
IN
C
K
O H
O L
A S
T R
E E
T
H
IL
O
H A
W A
II
H O
N O
L U
L U D
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T R
IC
T
F T S
H A
F T
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H A
W A
II
L
O K
A N
O -K
E N
D R
IC
K
P H (8
-5
-W
A -1
-D -0
-0
-0 -2
-2
-2
-2
O A
H U
H A
W A
II
M A
IN
T E
N A
N C
E D
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D G
IN
G
H O
N O
L U
L U H
A R
B O
R
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R
No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
D E
S C
R
IP
T
IO
N
-34.67
-44.27
-42.95
-42.02
-42.86
-42.99
-42.90
-43.61
-42.15
-41.64
-42.02
-43.06
-42.43
-43.27 -42.05
-45.97
-42.26
-31.17
-45.69
-36.74
-43.57
-44.14
-45.74
-42.44
-39.92
-42.78
-42.31
-45.35
-41.16
-42.51
-42.01
-40.99
-45.34
-44.84
-44.49
-41.52
-42.15
-42.35
-40.94 -43.28
-44.24
-42.98
-42.54
-44.53
-44.87
-41.83
-43.04
-44.85
-42.15
-42.23
-42.87
-41.99
-41.29
-42.71
-43.16
-42.48
-43.16
-43.46
-43.09
-41.92
-35.24
-44.14
-44.65
-43.47
-42.88
-44.53
-42.87
-42.78
-43.61
-45.21
-41.26
-40.92
-41.97
-42.58
-42.87
-41.25
-40.90
-43.71
-44.30
-41.21
-43.61
-42.25
-41.68
-40.91
-42.53
-41.83
-41.84
-42.23
-41.82
-30.86
-42.04
-42.12
-41.72
-41.53
-43.75
-43.89
-44.35
-43.31
-43.35
-38.89
-43.85
-43.33
-42.21
-44.05
-42.68
-43.11
-43.33
-43.04
-43.38
-42.93
-31.16
-41.81
-40.25
-43.09
-39.51
-42.10
-40.08
-42.42
-40.71
-43.18
-45.66
-42.89
-41.98
-40.23
-40.37
-42.03
-40.77
-38.19
-38.76
-40.60
-42.65
-44.71
-41.27
-42.00
-42.06
-42.81
-44.49
-43.34
-43.19
-42.79 -43.31
-44.17
-27.77
-43.31
-43.84
-43.03
-2.63
-34.28
-2.30
-41.25
-43.32
-42.28
-42.90
-38.03
-40.20
-41.07
-18.27
-30.09 -43.87
-42.59
-42.13
-41.89
-43.26
-43.64
-42.64
-41.67
-42.31
-41.93
-41.85
-44.62
-43.80
-43.88
-41.82
-45.14
-42.96
-42.48
-42.21
-44.10
-43.23
-40.77
-42.24
-43.76
-43.10
-40.89
-41.01
-43.23
-44.50
-41.42
-42.82
-41.22
-42.32
-40.44
-28.35
-31.23
-39.20
-38.68
-41.51
-42.61
-43.47
-41.28
-42.16
-43.14
-43.58
-41.37
-42.00 -42.94
-41.49
-42.82 -43.54
-42.10
-42.76
-43.54
-42.21
-43.31
-41.77
-42.66
-42.42
-42.58
-4.13
-42.91
-42.61
-41.86
-42.43
-42.27
-43.44
-42.76 -43.84
-41.69
-42.31
-37.92
-43.26
-43.13
-43.07
-43.35
-43.19
-42.04
-36.83
-38.08
-42.97
-35.38
-30.39
-35.08
-29.67
-42.81 -31.54
-39.36
-39.63
-42.56
-41.56
-42.58
-42.31
-42.89
-41.94
-42.20
-43.31
-43.24
-42.53
-42.76
-43.19
-42.63 -41.15
-42.87
-42.32
-43.17
-36.95 -34.34
-39.62
-35.89
-39.37
-39.24
-35.96
-39.65
-40.95
-41.56
-33.28
-39.44 -41.00
-42.18
-43.01
-42.04
-41.73
-41.88
-30.36
-41.64
-31.73
-41.69
-41.29
-42.19
-42.89
-41.45
-32.95
-41.37
-41.91
-42.66
-45.95
-44.01
-44.16
-37.98
-40.18
-42.75
-41.93
-42.92
-44.59
-44.09
-43.21
-42.17
-44.00
-43.39
-43.10
-43.77
-43.62
-43.52
-42.59
-43.44
-42.91
-40.75
-42.49
-42.93-42.86
-42.42
-41.01
-43.62
-41.85
-44.04
-41.80
-42.54
-42.82
-41.29
-41.29
-40.60
-41.87
-42.60
-29.15
-27.76
-42.31
-31.70 -40.19
-42.31
-3.68
-40.67
-41.04
-34.41
-37.37
-35.94
-37.13
-37.39
-38.69
-39.14
-41.77
-40.77
-41.08
-42.04
-42.35
-42.89
-39.66
-40.73
-43.45
-43.46
-42.03
-43.46
-42.79
-42.98
-39.33
-44.50
-41.75
-44.50
-43.37
-44.55
-44.21
-43.10
-39.17
-33.62
-37.70
-41.35
-41.68
-24.49
-41.52
-41.08 -30.48
-40.41
-40.75
-32.71
-38.84
-41.62
-42.00
-41.23
-42.35
-41.40
-40.56 -41.66
-41.92
-41.93
-40.86
-26.51
-31.82
-40.83
-42.36
-41.14
-42.47
-42.78
-41.29
-41.21
-44.47
-43.36
-44.55
-42.46
-42.57 -43.37
-42.24
-39.34
-42.19
-44.27
-43.14
-43.24
-42.04
-44.21
-44.23
-41.18
-41.66
-43.24
-43.98
-41.79
-42.36
-43.23
-42.66
-42.91
-42.84
-42.84
-42.98
-41.87
-41.02
-40.86
-41.80
-44.39
-40.58
-42.18
-42.15
-42.68
-42.20
-43.85
-42.62
-43.19
-43.31
-43.11
-43.00
-43.85
-45.35
-42.92
-41.58
-43.03
-42.06
-41.61
-42.41
-41.85
-40.38
-40.88
-40.62
-27.64
-41.03
-43.46
-43.35
-42.23
-44.08
-43.22
-42.74
-38.82
-37.82
-39.51
-42.63
-42.41
-42.93
-42.86
-42.86
-42.74
-40.22
-39.21
-35.67
-42.28
-40.89
-39.02
-39.26
-42.63
-40.01
-39.71
-40.87
-42.35
-42.28
-42.54
-41.75
-30.90
-42.14
-41.83
-40.92
-42.00
-35.32
-27.48
-38.12
-40.71
-32.98
-3.38
-2.46
-27.41
-40.40 -41.01
-42.45
-37.01
-41.31 -43.67
-27.23
-41.91
-43.16
-44.24
-43.77
-42.15
-43.24
-41.53
-44.11
-42.71
-43.74
-43.27
-44.77
-41.83
-44.38
-44.06
-41.99
-42.45
-43.56
-42.73
-42.15
-41.69
-42.17
-43.25
-42.01
-43.05
-40.72-44.12
-43.32
-39.72
-42.40 -42.57
-43.75
-44.27
-42.00
-43.23
-41.07
-42.33
-44.27
-41.23
-42.79
-43.65
-43.66
-42.41
-43.00
-44.23
-41.82
-43.13
-41.92
-43.79
-41.54
-41.86
-41.89
-42.42
-3.26
-30.03
-34.25
-42.76
-43.44
-43.43
-41.67
-42.50
-40.79
-41.15
-41.72
-43.18
-41.46
-38.68
-31.65
-41.30
-42.24
-42.46
-41.79
-42.22
-42.66
-42.29
-43.01
-42.98
-40.16
-40.45
-40.83
-43.04
-42.35
-42.80
-42.49
-42.98
-41.38
-31.22
-44.10
-42.85
-41.39
-41.81
-41.84
-42.38
-41.74
-41.48
-41.75
-38.80
-3.16
-43.20
-40.99
-41.24
-41.93
-41.17
-43.60 -43.10
-43.12
-41.71
-44.12 -42.90
-42.21
-43.38
-41.78
-42.21
-41.32
-41.74
-41.73
-43.80
-43.37
-42.88
-42.28
-40.78
-43.14
-42.30
-41.71
-42.55
-41.11
-42.85
-31.60 -41.54
-38.86
-37.55
-32.26
-43.73
-43.05
-41.30
-42.44
-41.53
-36.01
-42.88
-41.65
-39.55
-36.90
-43.38
-40.70
-40.89
-40.92
-41.92
-41.09
-27.86
-35.65
-27.23
-44.05
-30.95
-42.51
-31.85 -41.43
-41.64
-43.08
-43.21
-35.58
-39.51
-25.82
-42.74
-39.66
-42.62
-42.65
-38.82
-42.10
-41.77
-42.69
-41.04
-41.15
-36.34
-40.92
-25.68
-42.81
-41.71
-41.19
-41.95
-41.43
+0
+0
+0
+0
+0
+0
+0
+0
+0
CN103
NN
PROJECT BASELINE
HARBOR CENTERLINE &
h n
C N
X X .d g n
0 60’ 120’
SCALE: 1" = 60’
U2
PROJECT LINE
FEDERAL
STATION
GUARD
U.S. COAST
PIER 53
°5
’3
.0
°1
’0
100.00’
306°43’00"
.0
°0
’0
.0
E: 1683655.75
N: 51696.19
#9
E: 1683445.93
N: 51290.62
#8
E: 1684075.08
N: 50851.02
#7
3304.92’
107°53’11"
TO DREDGE AREA U2 LIMITS
TIE BM 161 2340 TIDAL 11
(SUITABLE FOR OCEAN DISPOSAL)
DREDGE AREA -40 FT. PROJECT DEPTH
DREDGING PLAN - ZONE U2
LIMITS
DREDGE ZONE U2
304°56’00" 250.00’
Z O
N E U
D R
E D
G
IN
G P
L A
N
2724.64’
96°17’51"
TO DREDGE AREA U2 LIMITS
TIE BM 161 2340 TIDAL 11
DISPOSAL), TYPICAL
(SUITABLE FOR OCEAN
DREDGE TO 40 FT. MLLW
DREDGE AREA U2
A
B
S O
L
IC
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A T
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N N
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F
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
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M A
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D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S fiof Engineers
US Army Corps
1 2 3 4 5
E
A N
S I E
IS
S
U E D
A T
E
L
O K
A N
O -K
E N
D R
IC
K
S P
U B
L
IC
O B
M E
Y E
R S
:1
O K
A H
A R
A A
N D A
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O C
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T E
S
IN
C
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O H
O L
A S
T R
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T
H
IL
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H A
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H O
N O
L U
L U D
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T R
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T
F T S
H A
F T
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H A
W A
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L
O K
A N
O -K
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D R
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P H (8
-5
-W
A -1
-D -0
-0
-0 -2
-2
-2
-2
O A
H U
H A
W A
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M A
IN
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N A
N C
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R E
D G
IN
G
H O
N O
L U
L U H
A R
B O
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D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
D E
S C
R
IP
T
IO
N
A
A
A -43 .71
-44 .00
-41 .19
-43 .81
-43 .77
-42 .98
-42 .23
-44 .27
-42 .34
-41 .72
-42 .38
-42 .23
-42 .46
-40 .20
-42 .47
-39 .95
-44 .07
-42 .89
-41 .23
-41 .63
-41 .07
-39 .85
-42 .82
-42 .99
-42 .89
-44 .09
-44 .22
-43 .21
-41 .68
-43 .77
-42 .84
-43 .20
-42 .28
-44 .28
-44 .18
-44 .11
-43 .51
-42 .63
-43 .71
-43 .46
-44 .31
-41 .70
-44 .22
-41 .88
-42 .06
-39 .88
-42 .14
-43 .03
-43 .44
-42 .54
-42 .79
-42 .74
-43 .74
-44 .36
-43 .45
-43 .92
-42 .53
-43 .97
-42 .82
-42 .49
-42 .94
-42 .90
-42 .89
-43 .60
-43 .82
-43 .20
-42 .87
-42 .48
-43 .60
-42 .78
-42 .28
-44 .31
-44 .00
-43 .95
-44 .18
-42 .49
-42 .63
-42 .53
-40 .12
-39 .12
-38 .99
-41 .37
-39 .69
-39 .67
-38 .43
-38 .80
-39 .06
-38 .60
-39 .94
-37 .79
-40 .68
-42 .89
-40 .30
-42 .51
-41 .62
-40 .32
-43 .78
-40 .79
-42 .48
-42 .79
-41 .86
-41 .95
-43 .50
-41 .77
-43 .40
-41 .67
-42 .54
-43 .36
-42 .03
-43 .15
-43 .29
-42 .98
-41 .39
-43 .59
-42 .97
-41 .05
-46 .04
-44 .87
-44 .69
-44 .06
-44 .45
-42 .45
-44 .63
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-42 .67
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-24 .65
-20 .82
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-43 .37
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-41 .57
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-41 .05
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-43 .50
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-42 .85
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-44 .24
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-34 .46
-32 .56
-33 .30
-32 .37
-28 .80
-41 .32
-22 .82
-40 .61
-35 .04
-33 .86
-34 .00
-31 .26
-34 .35
-33 .57
-27 .74
-31 .55
-43 .92
-42 .32
-43 .79
-43 .22
-41 .92
-43 .43
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-41 .25
-41 .77
-40 .81
-43 .27
-42 .43
-43 .15
-42 .61
-41 .22
-43 .05
-42 .13
-42 .28
-42 .82
-41 .71
-40 .80
-42 .30
-44 .09
-42 .20
-41 .85
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-42 .22
-45 .44
-40 .29
-42 .46
-42 .96
-43 .10
-43 .07
-43 .80
-43 .37
-41 .99
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-43 .30
-43 .78
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-43 .32
-43 .00
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-42 .61
-42 .37
-43 .35
-43 .44
-43 .67
-44 .14
-42 .84
-42 .46
-42 .24
-42 .00 -42
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-43 .29
-42 .13
-43 .46
-42 .23
-43 .53
-44 .02
-42 .81
-44 .48
-42 .85
-43 .14
-42 .44
-42 .81
-43 .13
-44 .22
-44 .40
-42 .96
-41 .51
-43 .33
-43 .92
-41 .54
-42 .99
-43 .46
-43 .45
-43 .11
-45 .12
-43 .81
-44 .28
-42 .16
-44 .80
-44 .05
-40 .32
-40 .42
-40 .56
-40 .42
-40 .18
-40 .66
-38 .46
-38 .38
-37 .19
-19 .30
-25 .48
-36 .29
-25 .97
-21 .84
-41 .61
-44 .27
-45 .18
-42 .55
-45 .50
-43 .58
-44 .14
-43 .40
-43 .48
-43 .30
-41 .62
-42 .23
-42 .75
-43 .41
-40 .03
-39 .92
-43 .01
-43 .97
-43 .15
-41 .33
-41 .42
-42 .07
-42 .02
-31 .65
-43 .80
-43 .48
-43 .57
-42 .46
-41 .09
-42 .62
-20 .15
-43 .85
-42 .30
-41 .16
-40 .58
-39 .85
-39 .73
-33 .36
-40 .99
-41 .05
-40 .56
-39 .72
-32 .59
-38 .90
-35 .61
-41 .22
-37 .14
-19 .47
-19 .53
-30 .71
-29 .36
-18 .51
-44 .61
-44 .48
-41 .98
-41 .55
-41 .10
-44 .18
-44 .54
-46 .14
-43 .84
-42 .12
-46 .42
-43 .28
-44 .93
-49 .28
-44 .17
-48 .35
-43 .31
-43 .99
-44 .34
-43 .84
-42 .23
-47 .19
-44 .38
-44 .28
-42 .29
-41 .55
-39 .12
-40 .16
-41 .80
-42 .79
-41 .72
-43 .45
-41 .61
-41 .24
-42 .51
-43 .42
-42 .93
-21 .81
-39 .66
-42 .33
-42 .12 -43
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-42 .62
-42 .31
-42 .70
-43 .81
-43 .33
-43 .69
-42 .91
-43 .87
-43 .38
-43 .24
-43 .52
-44 .32
-44 .08
-43 .91
-41 .81
-44 .07
-43 .93
-44 .48
-42 .94
-43 .88
-43 .73
-43 .87
-41 .86
-42 .60
-40 .14
-41 .97
-40 .22
-43 .28
-45 .74
-41 .76 -42
.11
-27 .10
-41 .80
-44 .56
-42 .86
-42 .21
-45 .05
-46 .40
-42 .73
-41 .19
-42 .09
-43 .37
-43 .27
-42 .91
-39 .71
-38 .52
-35 .17
-41 .98
-42 .67
-42 .83
-41 .03
-43 .23
-41 .98
-41 .96
-41 .14
-42 .67
-41 .75
-45 .70
-45 .64
-44 .04
-45 .25
-42 .65
-45 .67
-42 .66
-40 .39
-35 .50
-36 .85
-43 .15
-40 .03
-42 .30
-43 .49
-42 .92
-43 .29
-38 .86
-40 .75
-43 .06
-43 .18
-38 .96
-41 .24
-40 .53
-40 .93
-39 .75
-42 .79
-39 .68
-42 .09
-44 .78
-44 .23
-41 .31
-43 .79
-42 .01
-41 .95
-44 .30
-38 .42
-38 .16
-38 .24
-40 .06
-37 .92
-44 .67
-42 .14
-44 .19
-43 .15
-41 .53
-42 .50
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-42 .90
-42 .44
-43 .89
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-42 .67
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-41 .95
-41 .71
-41 .32
-41 .70
-42 .31
-42 .40
-43 .11
-42 .83
-43 .43
-44 .36
-42 .50
-43 .66
-43 .38
-41 .64
-42 .37
-43 .97
-42 .08
-43 .10
-43 .11
-41 .72
-42 .64
-42 .61 -43
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-42 .92
-43 .22
-42 .86
-43 .06
-42 .09
-43 .86
-42 .47
-42 .18
-43 .18
-41 .03
-42 .00
-44 .74
-44 .34
-45 .31
-42 .72
-20 .24
-20 .73
-42 .87
-45 .99
-41 .35
-46 .58
-44 .48
-44 .92
-42 .15
-43 .59
-43 .77
-43 .62
-44 .23
-42 .79
-20 .67
-20 .63
-20 .37
-20 .55
-20 .19
-42 .83
-41 .72
-43 .45
-43 .72
-45 .35
-44 .04
-43 .12 -44
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-44 .44
-42 .05
-41 .73
-41 .63
-42 .02
-41 .83
-42 .01
-41 .65
-44 .89
-42 .26
-43 .85
-44 .55
-42 .99
-42 .80
-41 .86
-43 .71
-43 .62
-42 .26
-40 .78
-44 .20
-43 .96
-42 .15
-43 .30
-42 .43
-42 .72
-43 .31
-41 .80
-20 .98
-42 .44
-42 .89
-43 .10
-42 .24
-42 .35
-43 .06
-42 .66
-43 .17
-41 .16
-41 .90
-43 .07
-43 .22
-44 .07
-42 .74
-42 .58
-42 .91
-43 .81
-43 .87
-43 .62
-41 .63
-42 .96
-42 .72
-43 .79
-42 .60
-44 .58
-43 .38
-42 .60
-44 .11
-43 .70
-43 .39
-41 .89
-42 .79
-43 .89
-39 .22
-41 .97
-43 .08
-42 .68
-42 .76
-43 .47
-45 .87
-47 .48
-41 .39
-47 .14
-48 .24
-42 .48
-42 .43
-46 .33
-41 .81
-44 .50
-43 .56
-41 .39
-41 .72
-42 .43
-44 .85
-41 .64
-42 .58
-44 .07
-43 .35
-41 .75
-41 .10
-43 .64
-41 .48
-43 .14
-43 .42
-44 .11
-41 .22
-42 .60
-40 .80
-38 .77
-42 .48
-41 .50
-41 .68
-44 .09
-42 .44
-41 .91
-41 .62
-40 .43
-44 .81
-45 .32
-42 .80
-42 .97
-42 .91
-42 .91
-43 .36
-43 .18
-44 .12
-42 .84
-42 .68
-43 .22
-43 .48
-44 .02
-42 .82
-43 .50
-43 .36
-42 .39
-43 .59
-42 .63
-42 .95
-42 .20
-42 .17
-40 .67
-42 .68
-42 .24
-43 .24
-44 .13
-43 .13
-42 .71
-40 .24
-41 .63
-40 .67
-43 .74
-40 .27
-39 .90
-40 .11
-43 .01
-42 .52
-46 .12
-40 .67
-40 .21
-42 .54
-44 .17
-39 .97
-40 .78 -40
.99
-44 .36
-41 .65
-40 .69
-43 .20
-41 .40
CN104
NN
PROJECT LINE
FEDERAL
PIER 36
h n
C N
X X .d g n
0 60’ 120’
SCALE: 1" = 50’
580.29’
118°00’00"
E: 1679204.11
N: 53691.93
#11
(SUITABLE FOR OCEAN DISPOSAL)
DREDGE AREA -40 FT. PROJECT DEPTH
PROJECT BASELINE
HARBOR CENTERLINE &
Z O
N E U
D R
E D
G
IN
G P
L A
N
DREDGING PLAN - ZONE U4
800.00’
137°38’00"
U4
720.36’
340°41’49"
TO DREDGE ZONE U4 LIMITS
SURVEY DISK
TIE BM ‘OPALA
E: 1682126.63
N: 54000.46
#16
E: 1681828.16
N: 53439.88
#17
U4 LIMITS
DREDGE ZONE
°2
’5
.4
PIER 35
PIER 40
PIER 39
861.51’
107°54’17"
TO DREDGE ZONE U4 LIMITS
SURVEY DISK
TIE BM ‘OPALA
SEE SHT. CN105
U3A LIMITS
DREDGE ZONE
U3A
PIER 38
E: 1680939.46
N: 54632.57
#15
6.27’(+) MLLW
1,681,722.962 E
54,359.679 N
SURVEY DISK
BM ’OPALA
DISPOSAL), TYPICAL
(SUITABLE FOR OCEAN
DREDGE AREAS U4
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L U H
A R
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D E
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IP
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N M
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No.11108-C
W
HA
IA ,I
AS..U
Licensed
Engineer
Professional
N N
IE
OKANO-KE
L E
R
IC
K
N
D
OR UNDER MY SUPERVISION.
THIS WORK WAS PREPARED BY ME
04/30/20
EXPIRATION DATE OF LICENSE
D E
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N
A
A
A
A
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