W9128A20B0002 Drawings.pdf
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- Solicitation number
- W9128A-20-B-0002
About this file
This solicitation announces a requirement for maintenance dredging services at Port Allen Deep Draft Harbor on the island of Kauai in Hawaii. The U.S. Army Corps of Engineers seeks a contractor to conduct mechanical clamshell dredging to remove an estimated 545,000 cubic yards of shoaled material within the federal limits of the harbor. The contractor will be responsible for dredging, transporting dredged material to the Port Allen Offshore Dredged Material Disposal Site, and restoring the temporary construction staging area upon completion. The project value is estimated between $10-25 million. The North American Industry Classification code for this requirement is 237990. The solicitation will result in a firm fixed-price contract award. Small, small disadvantaged, and women-owned small businesses are encouraged to participate as prime contractors or joint ventures.
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S O
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100 PERCENT
M
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G-001
DRAWING LIST
NUMBER
SHEET
G-001
SHEET NAME
INDEX TO DRAWINGS
GENERAL
NOT TO SCALE
FILE NUMBER
NOT TO SCALE
BREAKW
ATE
R
NIIHAU
KAUAI
OAHU
PACIFIC O
CEAN
LANAI
MOLOKAI
MAUI
KAHOOLAWE
of Engineers
US Army Corps
HONOLULU DISTRICT
C-101
CIVIL
C-302
C-301
C-303
C-304
C-305
C-306 CROSS SECTIONS STA 13+00 - STA 14+70
CROSS SECTIONS STA 0+00 - STA 2+50
CROSS SECTIONS STA 3+00 - STA 5+00
CROSS SECTIONS STA 5+50 - STA 7+50
CROSS SECTIONS STA 8+00 - STA 10+00
CROSS SECTIONS STA 10+50 - STA 12+50
SMALL BOAT
HARBOR
HANAPEPE BAY
PAAKAHI
POINT
PORT ALLEN
AIRPORT
PROJECT SITE
ALLEN
PORT
NAWILIWILI
HARBOR
LIHUE
WAILUA
KAPAA
KILAUEA
HANALEI
HAENA
ISLAND OF KAUAI
MANA
HANAPEPE
ELEELE KOLOA
KEKAHA
PROJECT SITE
PORT ALLEN
HARBOR
WAIMEA
HAWAIIAN ISLANDS
HAWAII
L O
C A
T
IO
N V
IC
IN
IT
Y M
A P
C O
V E
R S
H E
E T S
H E
E T I
N D
E X designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
This project was designed by the Honolulu District of the U.S. Army Corps of Engineers. The initials or signatures and registration
C-102
GENERAL NOTES
LOCATION MAP
NOT TO SCALE
OCEAN
PACIFIC
AREA MAP
OVERALL SITE PLAN
COVER SHEET, SHEET INDEX, LOCATION & VICINITY MAP
PRIMARY CONTROL POINT
STATION LOCATION
(LOCATION AT DECIMAL)
SPOT LOCATION DEPTH
STA. xx+xx
-XX.X
ABBREVIATIONS
COSA LIMITS
LEGEND
L
BM 161 1347 TIDAL 35
VICINITY AND TRIANGULATION MAP
BM 161 1347 TIDAL B
LANI 7
BM 161 1347 PIER
104°28'38"
593.7 259°5
0'00" 393.5
5 3 °1
'2
.4
OCEAN DISPOSAL PLAN, DREDGE PAY PRISM, COSA & SURVEY NOTES
C-501 xxxx
LIGHTED BUOY
TO BE DREDGED (PLAN VIEWS)
AREA WITHIN FEDERAL LIMIT
DREDGE MATERIAL (STATION VIEWS)
DREDGE AREA BOUNDARY
ELE'ELE, KAUAI, HAWAII
MAINTENANCE DREDGING
PORT ALLEN DEEP DRAFT HARBOR
TURBIDITY CURTAIN DETAILS AND TIDAL DATUMS
AZIMUTHS ARE MEASURED CLOCKWISE FROM THE SOUTH.7.
REFERENCED TO NAD 83 (2011) FEET.
COORDINATE SYSTEM ZONE 4, NAD 83 (2011) FEET. GEOGRAPHIC COORDINATES ARE
NORTHING AND EASTING COORDINATES ARE REFFERENCED TO HAWAII STATE PLANE 6.
LOW WATER (MLLW).
ELEVATIONS SHOWN IN FEET AND TENTHS. BENCHMARKS ARE BASED ON MEAN LOWER 5.
DREDGE DEPTH WITHIN FEDERAL LIMITS IS -35 FT. (MLLW). 4.
BY THE U.S. ARMY CORPS OF ENGINEERS.
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.
ALL SURVEY CONTROLS AND REFERENCES ARE SHOWN ON SHEET C-101.2.
ALL DIMENSIONS ARE IN U.S. SURVEY FT.1.
ELE'ELE
TYPICALTYP
TURBIDITY CURTAINTC
NORTHINGN
MEAN LOWER LOW WATERMLLW
FEETFT
EASTINGE
CONTRACTOR OPERATIONS AND STAGING AREACOSA
BENCHMARKBM
BASELINEB
SIDE SLOPE DAYLIGHT
L
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
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L L E
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F T H
A R
B O
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A R
M Y C
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P S O
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100 PERCENT
M
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-4 4.6
4.5
4.3
4.0
3.9
3.8
3.7
3.4
3.3
3.1
2.8
2.7
2.6
2.1
2.0
1.9
1.8
1.4
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.5
0.4
0.1
0.0
-3 9.8
9.6
9.5
9.4
9.2
9.1
9.0
8.9
8.7
8.6
8.5
8.4
8.3
8.2
8.1
7.9
7.8
7.7
7.6
7.5
7.4
7.3
7.2
7.1
7.0
6.9
6.8
6.7
6.6
6.5
6.4
6.3
6.2
6.1
6.0
5.9
5.7
5.6
5.5
5.4
5.3
5.2
5.1
5.0
4.9
4.8
4.7
4.4
4.2
4.1
3.6
3.5
3.2
3.0
2.9
2.5
2.4
2.3
2.2
1.7
1.6
1.5
0.6
0.3
0.2
-2 9.9
9.7
8.8
8.0
5.8
5.0
-1
9.3
-9 .9
-9 .8
-9 .7
-9 .7
-9 .7
-9 .7
-9 .6
-9 .6
-9 .5
-9 .5
-9 .5
-9 .5
-9 .4
-9 .4
-9 .3
-9 .3
-9 .3
-9 .3
-9 .2
-9 .2
-9 .2
-9 .1
-9 .1
-9 .1
-9 .1
-9 .1
-9 .0
-9 .0
-8 .9
-8 .8
-8 .7
-8 .7
-8 .6
-8 .6
-8 .6
-8 .5
-8 .5
-8 .4
-8 .3
-8 .2
-8 .0
-8 .0
-7 .9
-7 .9
-7 .8
-7 .8
-7 .6
-7 .2
-7 .1
-7 .0
-6 .9
-6 .4
-3 .0
-2 .8
1 7
PACIFIC OCEAN
H
O R
E L
IN
E
NAD83 (2011)
E 1608932.14 N 24529.62
BASELINE END AT 14+70
NAD83 (2011)
E 1609555.72 N 23202.52
BASELINE START AT 0+00
°1
'5
293°08'57"
.3
1114.36
FEDERAL BASIN LIMITS
STA.
0+
STA.
0+
STA.
1+
STA.
1+
STA.
2+
STA.
2+
STA.
3+
STA.
3+
STA.
4+
STA.
4+
STA.
5+
STA.
5+
STA.
6+
STA.
6+
STA.
7+
STA.
7+
STA.
8+
STA.
8+
STA.
9+
STA.
9+
STA.
+0
STA.
+5
STA.
+0
STA.
+5
STA.
+0
STA.
+5
STA.
+0
STA.
+5
STA.
+0
STA.
+5
STA.
+7
GRAPHIC SCALE
SCALE:1"=100'
UNLESS INDICATED OTHERWISE.
NOTE: ALL UNITS ARE IN U.S. SURVEY FEET (FT)
UNLESS INDICATED OTHERWISE.
NOTE: ALL UNITS ARE IN U.S. SURVEY FEET (FT)
100 200 300100
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITION EXISTING AT THAT TIME.
THIS CHART IS INTENDED FOR DREDGING PURPOSES ONLY.
APPROXIMATE BANKLINE DIGITIZED FROM 2013 (ALL_HAWAII_2.XWMS) PHOTOGRAPHY.
SOUNDINGS ARE SHOWN IN FEET AND INDICATE DEPTHS BELOW MLLW.1983-2001 EPOCH.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS
ELEVATIONS ARE SHOWN THUS: -2.5, INDICATING HEIGHT IN FEET BELOW MLLW.
GEOID: HAWAII 2003
VERTICAL DATUM: LOCAL TIDAL DATUM - MLLW (1983-2001)
HORIZONTAL DATUM: NAD83 (2011)
PROJECTION: HAWAII STATE PLANE ZONE 4 (FEET)
NAD83 (PA11)
E 1609956.78 N 24091.54
10.97 FT (MLLW)
BM 161 1347 PIER LANI 7
NAD83 (PA11)
E 1610551.32 N 24201.16
10.77 FT (MLLW)
BM 161 1347 TIDAL B
NAD83 (PA11)
E 1610839.07 N 23857.29
34.92 FT (MLLW)
BM 161 1347 TIDAL 35
SITE MAP
PIE
R 1
U1: BASE BID ITEM
U2: BASE BID ITEM
AND SKIFF ACCESS)
BOAT RAMP (SURVEY BOAT
U3: OPTION ITEM 1
U4: OPTION ITEM 2
1" = 100'
EASTING NORTHING
FEDERAL PROJECT LINE COORDINATES
1608755.10
1608429.97
1608658.32
1609464.84
1609685.54
1610137.17
1609302.55
23083.69
23814.16
24408.30
24767.24
24682.49
23667.79
23083.56
BOAT HARBOR
PORT ALLEN SMALL
SURVEY NOTES:
GENERAL NOTES:
BUOY "5"
BUOY "3"
-35' FT MLLW CONTOUR
AREAS
-35 FT MLLW IN ALL
DREDGE BASIN TO
C-101
N
PLAN
C-102 FOR COSA SITE
COSA-REFER TO SHEET
2.
1.
UNDERWATER PILINGS AND STRUCTURES) DURING ACTIVE DREDGING.
MAINTAIN AT MINIMUM A 20 FOOT DISTANCE FROM PIER 1 (INCLUDING
AND TRANSITION SLOPE ADJOINING NEXT AREA IS STABLE.
THE LIMITS OF THE AREAS AWARDED UNTIL THE PROJECT DEPTH IS ATTAINED
IF SOME OR ALL OF THE OPTION ITEMS SHOWN ARE NOT AWARDED, DREDGE AT
S
IT
E P
L A
N
ON 09 FEB 2019.
DEPTHS TAKEN FROM HYDROGRAPHIC SURVEY BY USACE PORTLAND DISTRICT
BR
EAKW
ATE
R
'4
'3
'2
24000
23000
21°54'00"
21°53'50"
BL
L
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N N
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
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P D
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F T H
A R
B O
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A R
M Y C
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P S O
F E
N G
IN
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H O
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IS
T R
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F T S
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W
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P O
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F O
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H A
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H A
W A
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M A
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N A
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D G
IN
G
J P
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L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
OCEAN DISPOSAL PLAN
NOT TO SCALE
N
TRANSIT CORRIDOR
2,000-FOOT-WIDE
SHORELINE
FEDERAL PROJECT LINE
HANAPEPE BAY
HARBOR
PORT ALLEN
PACIFIC OCEAN
°1
'0
1610086.30 E
22699.20 N
LONGITUDE: 159°35'22" W
LATITUDE: 21°53'45" N
1608144.69 E
22133.37 N
LONGITUDE: 159°35'43" W
LATITUDE: 21°39'39" N
1612763.07 E
2944.73 N
LONGITUDE: 159°34'54" W
LATITUDE: 21°50'29" N
1610781.18 E
2676.18 N
LONGITUDE: 159°35'15" W
LATITUDE: 21°50'26" N
°1
'0
PAID OVERDEPTH
(TYP)
FEDERAL PROJECT LIMITS
DEPTH (-35 FT MLLW)
REQUIRED PROJECT
NOT TO SCALE
DREDGE PAY PRISM
UNPAID OVERDEPTH
SURVEY DEPTH
POST-DREDGE
SURVEY DEPTH
PRE-DREDGE
B C
D A
UNLESS INDICATED OTHERWISE.
ALL UNITS ARE IN U.S. SURVEY FEET (FT)1.
NOTES:
°3
'3
.9
48.31 96°24'13"
°0
'0
.3
261°0 6'00"
26.70'
BM 161 1347 TIDAL B
COSA
COSA SITE PLAN
NOT TO SCALE
A
B
C
D
24249.23
24316.09
24320.23
24243.85
1610705.33
1610709.49
1610735.87
1610753.34
NORTHINGPT. EASTING
COSA LIMIT POINTS
2660 FT
TOTAL AREA:
°39 '56"
.34
BLDG
RADIUS = 1000'
SURFACE DISPOSAL ZONE LIMITS
RADIUS = 3000'
SEAFLOOR FOOTPRINT
DISPOSAL SITE
PORT ALLEN OCEAN
FOOT IS ALLOWABLE.
DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE
SLOUGH TO THE NATURAL UNDERWATER ANGLE OF REPOSE SO THAT SIDE SLOPE
AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO
ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL PROJECT LIMITS IS NOT
NOTES:
1.
(-36 FT MLLW)
OVERDEPTH
MAXIMUM ALLOWABLE
REQUIRED DREDGING (PAID)
O C
E A
N D
IS
P O
S A
L P
L A
N
D R
E D
G E P
A Y P
R
IS
M
C O
S A S
U R
V E
Y N
O T
E S
C-102
1612151.91 E
7.64 N
LONGITUDE: 159°35'00" W
LATITUDE: 21°50'00" N
CENTER COORDINATES
PORT ALLEN OCEAN DISPOSAL SITE
TRANSIT CORRIDOR.
THE LIMITS OF THE PORT ALLEN OCEAN DISPOSAL SITE AND
THE TUG, SCOW AND SUPPORTING VESSELS SHALL STAY WITHIN 2.
WITHIN THE PORT ALLEN OCEAN DISPOSAL SITE.
THE SCOW SHALL UNLOAD IN THE SURFACE DISPOSAL ZONE 1.
NOTES:
L
IC
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A T
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N N
O
D E
S
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N E
D B
Y
D E
S C
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D A
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C O
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C T N
O
C H
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D B
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D R
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N B
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S
U E D
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
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IS
T R
IC
T
F T S
H A
F T
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H A
W A
II
C
IV
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W
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K S T
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H N
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A L B
R A
N C
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C E
P O
H -E
C T
B U
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D
IN
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F O
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H A
F T
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H A
W A
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M A
IN
T E
N A
N C
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D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
-800 -775
-675 -650-700-750 -725
-30
-25
-35
-45
-40
-5
-10
-20
-15
-625
-30
-25
-35
-45
-40
-5
-10
-20
-15
0 175150 200 2502255025 75 125100
-5
-800 -775
-10
-45
-40
-20
-15
-25
-35
-30
275-250 -225-275-325 -300 -125 -100-150-200 -175-350-525 -500-550-600 -575 -400 -375-425-475 -450 -75 450425 475 525500325300 350 400375 550 725700 750-50 -25 600575 625 675650
-750
325300 350 400375200175 225 275250 425 600575 625 675650475450 500 550525150
-10
-5
-15
-25
-20
-30
5025 75 125100
-40
-35
-45
0 700-675 -650-700-750 -725 -550 -525-575-625 -600-775
-5
-10
-20
-15
-800
-500 -125 -100-150-200 -175 750725-25-75 -50-225-400 -375-425-475 -450 -275 -250-300-350 -325
400375 425 475450275250 300 350325 500 675650 700 750725550525 575 625600225
-25
-20
-30
-40
-35
-5
-15
-10
-45
125100 150 2001750 25 7550-25-750 -725-775-800 -625 -600-650-700 -675
-30
-25
-35
-45
-40
-5
-10
-20
-15
-575 -200 -175-225-275 -250 -75 -50-100-150 -125-300-475 -450-500-550 -525 -350 -325-375-425 -400
250 50 10075
-30
-25
-35
-45
-40
125 300275 325 375350175150 200 250225
-20
-25
-20
-30
-40
-35
-5
-15
-10
-45
-5
-15
-10
400-375 -350-400-450 -425 -250 -225-275-325 -300-475-650 -625-675-725 -700 -525 -500-550-600 -575 -200 575550 600 650625450425 475 525500 675-100 -75-125-175 -150 725700 750-50 -25
175150 200 2502255025 75 125100 275 450425 475 525500325300 350 4003750
-30
-25
-35
-45
-40
-30
-25
-35
-45
-40
-5
-10
-20
-15
550-525 -500-550-600 -575 -400 -375-425-475 -450-625-800 -775
-675 -650-700-750 -725 -350 725700 750-50 -25 600575 625 675650-75-250 -225-275-325 -300 -125 -100-150-200 -175
STA. 2+50
STA. 2+00
STA. 1+50
STA. 1+00
STA. 0+50
C-301
DISTANCE (FT)
L E
V A
T
IO
N F
T
M L L
W
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
FEDERAL LIMITS
FEDERAL LIMITS
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
B
C
R O
S S S
E C
T
IO
N S S
T A S
T A
B L
B L
B L
B
L FEDERAL LIMITS
3 TYP.
DREDGE DEPTH, TYP
SURVEYED BOTTOM, TYP
DREDGE MATERIAL, TYP
FEDERAL LIMITS
FEDERAL LIMITS
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
10075 125 1751500 5025 200-175 -150-200-250 -225 -50 -25-75-125 -100-275-450 -425-475-525 -500 -325 -300-350-400 -375 750375350 400 450425250225 275 325300 475 650625 675 725700525500 550 600575
-45
-25
-20
-30
-40
-35
-35
-30
-40
-45
-10
-5
-15
-25
-20
-15
-625 -600-650-700 -675 -500 -475-525-575 -550-725
-10
-5
-775 -750-800
25 750725-25-75 -50 625600 650 700675-100-275 -250-300-350 -325 -150 -125-175-225 -200 575200175 225 2752507550 100 150125 300 475450 500 550525350325 375 425400
-450
-10
-5
-40
-35
-45
-15
-45
25 7550
-25
-20
-30
-40
-35
-30
-700 -675-725-775 -750 -575 -550-600-650 -625-800
-10
-5
-15
-25
-20
100-75 -50-100-150 -125 700675 725-25 750-175-350 -325-375-425 -400 -225 -200-250-300 -275 650275250 300 350325150125 175 225200 375 550525 575 625600425400 450 500475
-15
-10
-20
-30
-25
-5
-35
-5
-15
-10
-45
-40
-450 -425-475-525 -500 -325 -300-350-400 -375-550-725 -700-750-800 -775 -600 -575-625-675 -650
-20
575550 600 650625450425 475 525500 675-100 -75-125-175 -150 725700 750-50 -25 400250 50 10075
-30
-25
-35
-45
-40
125 300275 325 375350175150 200 250225
-275
-30
-25
-35
-45
-40
-5
-10
-20
-15
-15
-10
-20
-30
-25
-5
-525 -500-550-600 -575 -400 -375-425-475 -450-625-800 -775
-675 -650-700-750 -725
-35
650625 675 725700525500 550 600575 750-175 -150-200-250 -225 -50 -25-75-125 -100 47510075 125 175150
-45
-40
0 5025 200 375350 400 450425250225 275 325300
-10
-5
-775 -750-800
-15
-45
-25
-20
-30
-40
-35
-725 -350 -325-375-425 -400 -225 -200-250-300 -275-450-625 -600-650-700 -675 -500 -475-525-575 -550
STA. 3+00
STA. 3+50
STA. 4+00
STA. 4+50
STA. 5+00
-10
-5
-15
-45
-25
-20
-30
-40
-35
C-302
DISTANCE (FT)
L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
W
DISTANCE (FT)
E L E
V A
T
IO
N F
T
M L L
O
S S S
E C
T
IO
N S S
T A S
T A
B L
B L
B L
B
L FEDERAL LIMITS
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
3 TYP.
DREDGE MATERIAL, TYP
SURVEYED BOTTOM, TYP
DREDGE DEPTH, TYP
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
-725 -700-750-800 -775 -600 -575-625-675 -650
-10
-5
-15
-25
-20
-550 -175 -150-200-250 -225 -50 -25-75-125 -100-275-450 -425-475-525 -500 -325 -300-350-400 -375
-30
300275 325 375350175150 200 250225 400 575550 600 650625450425 475 525500125
-10
-5
-40
-35
-15
250 50 10075
-25
-20
-30
-40
-35
-800 -775
-675 -650-700-750 -725
-25
-20
-30
-40
-35
-5
-15
-10
-625 -250 -225-275-325 -300 -125 -100-150-200 -175-350-525 -500-550-600 -575 -400 -375-425-475 -450
375350 400 450425250225 275 325300 475 650625 675 725700525500 550 600575200
-10
-5
-15
-25
-20
-30
10075 125 175150
-40
-35
0 5025
-525 -500-550-600 -575 -400 -375-425-475 -450-625-800 -775
-675 -650-700-750 -725 -350 725700 750-50 -25 600575 625 675650-75-250 -225-275-325 -300 -125 -100-150-200 -175
-20
-15
-25
-35
-30
-10
-5
-40
-625 -600-650-700 -675 -500 -475-525-575 -550-725
-5
-775 -750-800
-450 -75 -50-100-150 -125 700675 725-25 750-175-350 -325-375-425 -400 -225 -200-250-300 -275
-10
175150 200 2502255025 75 125100 275 450425 475 525500325300 350 4003750
-40
-20
-15
-25
-35
-30
-25
-20
-30
-40
-35
-5
-15
-10
-75
-725 -700-750-800 -775
-5
-40
-35
-15
-10
-20
-30
-25
-675 -300 -275-325-375 -350 -175 -150-200-250 -225-400-575 -550-600-650 -625 -450 -425-475-525 -500
450425 475 525500325300 350 400375 550 725700 750-50 -25 600575 625 675650275
-25
-20
-30
-40
-35
-5
-15
-10
0 175150 200 2502255025 75 125100
-125
500475 525 575550375350 400 450425 600-25 750-50-100 -75 650625 675 725700325
-35
-30
-40
-10
-5
-15
-25
-20
50 225200 250 30027510075 125 175150
STA. 5+50
STA. 6+00
STA. 6+50
STA. 7+00
STA. 7+50
800775
800775
800775
800775
800775
C-303
E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
O
S S S
E C
T
IO
N S S
T A S
T A
B L
B L
B L
B L
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
3 TYP.
DREDGE MATERIAL, TYP
SURVEYED BOTTOM, TYP
DREDGE DEPTH, TYP
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
AND STRUCTURES) DURING ACTIVE DREDGING
FROM PIER 1 (INCLUDING UNDERWATER PILINGS
MAINTAIN AT MINIMUM A 20 FOOT DISTANCE
AND STRUCTURES) DURING ACTIVE DREDGING
FROM PIER 1 (INCLUDING UNDERWATER PILINGS
MAINTAIN AT MINIMUM A 20 FOOT DISTANCE
AND STRUCTURES) DURING ACTIVE DREDGING
FROM PIER 1 (INCLUDING UNDERWATER PILINGS
MAINTAIN AT MINIMUM A 20 FOOT DISTANCE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
-40
475450 500 550525350325 375 425400 575 750725-25-75 -50 625600 650 700675300
-30
-25
-35
-40
-5
-10
-20
-15
25 200175 225 2752507550 100 150125-100
-700 -675-725-775 -750
-20
-15
-25
-35
-30
-10
-5
-650 -275 -250-300-350 -325 -150 -125-175-225 -200-375-550 -525-575-625 -600 -425 -400-450-500 -475
-250 -225-275-325 -300 -125 -100-150-200 -175-350-525 -500-550-600 -575 -400 -375-425-475 -450 -75 450425 475 525500325300 350 400375 550 725700 750-50 -25 600575 625 675650-625
-10
-5
-15
250 50 10075
-25
-20
-30
-40
-35
-40
-775
-675 -650-700-750 -725
-20
-15
-25
-35
-30
-10
-5
-375 -350-400-450 -425 -250 -225-275-325 -300-475-650 -625-675-725 -700 -525 -500-550-600 -575 -200 575550 600 650625450425 475 525500 675-100 -75-125-175 -150 725700 750-50 -25-750
-25
-20
-30
-40
-35
-5
-15
-10
0 175150 200 2502255025 75 125100
-5
-825 -775
-10
-40
-20
-15
-25
-35
-30
650625 675 725700525500 550 600575 750-175 -150-200-250 -225 -50 -25-75-125 -100 47510075 125 175150
-40
-35
0 5025 200 375350 400 450425250225 275 325300-275
-5
-15
-10
-20
-30
-25
-35
-40
-450 -425-475-525 -500 -325 -300-350-400 -375-550-725 -700-750-775 -600 -575-625-675 -650
-30
-75 -50-100-150 -125 700675 725-25 750-175-350 -325-375-425 -400 -225 -200-250-300 -275 650275250 300 350325150125 175 225200 375 550525 575 625600425400 450 500475-450
-35
-30
-40
-10
-5
-15
-25
-20
-10
-5
-15
-25
-20
-625 -600-650-700 -675 -500 -475-525-575 -550-725-775 -750
5025 75 125100
-30
-25
-35
-40
150 325300 350 400375200175 225 275250
-20
-5
-15
-10
STA. 8+00
STA. 8+50
STA. 9+00
STA. 9+50
STA. 10+00
775 800 825
775 800 825
775 800 825
775 800 825
775 800 825-800
-800
-800
-800
-800
-825
-825
-825
-825
C-304
E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
O
S S S
E C
T
IO
N S S
T A S
T A
B L
B L
B L
B L
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
3 TYP.
DREDGE MATERIAL, TYP
SURVEYED BOTTOM, TYP
DREDGE DEPTH, TYP
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
275250 300 350325150125 175 225200 375 550525 575 625600425400 450 500475100
-5
-10
-40
25 7550
-20
-15
-25
-35
-30
650-625 -600-650-700 -675 -500 -475-525-575 -550-725-775 -750-800
-450 -75 -50-100-150 -125 700675 725-25 750-175-350 -325-375-425 -400 -225 -200-250-300 -275
-5
-10
-20
-15
-25
7550 100 150125
-35
-30
-40
-800 -775
-35
-30
-40
-10
-5
-15
-25
-20
175-150 -125-175-225 -200 -25 750-50-100 -75-250-425 -400-450-500 -475 -300 -275-325-375 -350 725350325 375 425400225200 250 300275 450 625600 650 700675500475 525 575550
-750 250 50 10075
-25
-20
-30
-40
-35
125 300275 325 375350175150 200 250225
-15
-25
-20
-30
-40
-35
-5
-15
-10
-10
-5
400-375 -350-400-450 -425 -250 -225-275-325 -300-475-650 -625-675-725 -700 -525 -500-550-600 -575 -200 575550 600 650625450425 475 525500 675-100 -75-125-175 -150 725700 750-50 -25
425400 450 500475300275 325 375350 525 700675 725-25 750575550 600 650625250
-20
-15
-25
-35
-30
-10
-5
-40
150125 175 225200250 50 10075
-40
-35
-15
-10
-20
-30
-25
-5
-675 -650-700-750 -725 -550 -525-575-625 -600-775-800
-750 -725-775-800 -625 -600-650-700 -675
-5
-15
-10
-575 -200 -175-225-275 -250 -75 -50-100-150 -125-300-475 -450-500-550 -525 -350 -325-375-425 -400
-20
-30
-25
-35
-40
STA. 10+50
STA. 11+00
STA. 11+50
STA. 12+50
-10
-5
-15
-25
-20
-30
-40
-35
-450 -425-475-525 -500 -325 -300-350-400 -375-550-725 -700-750-800 -775 -600 -575-625-675 -650 -275
-10
-5
-15
-25
-20
-30
650625 675 725700525500 550 600575 750-175 -150-200-250 -225 -50 -25-75-125 -100 47510075 125 175150
-40
-35
0 5025 200 375350 400 450425250225 275 325300
STA. 12+00
775 800 825 850
775 800 825 850
775 800 825 850
775 800 825 850
775 800 825 850
C-305
E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
B L
B L
B L
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT) C
R
O S
S S
E C
T
IO
N S S
T A S
T A
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
3 TYP.
DREDGE MATERIAL, TYP
SURVEYED BOTTOM, TYP
DREDGE DEPTH, TYP
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
-75 -50-100-150 -125 700675 725-25 750-175-350 -325-375-425 -400 -225 -200-250-300 -275 650275250 300 350325150125 175 225200 375 550525 575 625600425400 450 500475-450
-30
-25
-35
-40
-5
-10
-20
-15
-5
-10
-20
-15
-625 -600-650-700 -675 -500 -475-525-575 -550-725-775 -750-800
-300 -275-325-375 -350 -175 -150-200-250 -225-400-575 -550-600-650 -625 -450 -425-475-525 -500 -125 500475 525 575550375350 400 450425 600-25 750-50-100 -75 650625 675 725700-675
-5
-10
-40
25 7550
-20
-15
-25
-35
-30
-40
-725 -700-750-800 -775
-20
-15
-25
-35
-30
-10
-5
475450 500 550525350325 375 425400 575 750725-25-75 -50 625600 650 700675300
-30
-25
-35
-40
-5
-10
-20
-15
25 200175 225 2752507550 100 150125-100-800
-700 -675-725-775 -750
-30
-25
-35
-40
-5
-10
-20
-15
-650 -275 -250-300-350 -325 -150 -125-175-225 -200-375-550 -525-575-625 -600 -425 -400-450-500 -475
600575 625 675650475450 500 550525 700-125 -100-150-200 -175 750725-25-75 -50 4255025 75 125100
-30
-25
-35
-40
150 325300 350 400375200175 225 275250-225
-5
-800
-10
-40
-20
-15
-25
-35
-30
-775 -400 -375-425-475 -450 -275 -250-300-350 -325-500-675 -650-700-750 -725 -550 -525-575-625 -600
-525 -500-550-600 -575 -400 -375-425-475 -450-625-800 -775
-675 -650-700-750 -725 -350 725700 750-50 -25 600575 625 675650-75-250 -225-275-325 -300 -125 -100-150-200 -175
-35
-30
-40
-10
-5
-15
-25
-20
50 225200 250 30027510075 125 175150
-10
-5
-15
-25
-20
-30
-40
-35
550175150 200 2502255025 75 125100 275 450425 475 525500325300 350 4003750
-25
-20
-30
-40
-35
-5
-15
-10
STA. 14+70
STA. 14+50
STA. 14+00
STA. 13+50
STA. 13+00
775 800 825 850
775 800 825 850
775 800 825 850
775 800 825 850
775 800 825 850
C-306
E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
W
E L E
V A
T
IO
N F
T
M L L
B L
B L
B L
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT)
DISTANCE (FT) C
R
O S
S S
E C
T
IO
N S S
T A S
T A
HORIZONTAL SCALE: 1"=60'
VERTICAL SCALE: 1"=20'
60 1203060
1020 20 40
3 TYP.
DREDGE MATERIAL, TYP
SURVEYED BOTTOM, TYP
DREDGE DEPTH, TYP
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
FEDERAL LIMITS
NOTES:
2. STATION ORIENTATION VIEW IS UPSTATION.
1. ELEVATIONS REFERENCED TO MLLW.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET C-102.
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
A N
S I
D
W X
X X
X X -X
X -X -X
X X
P O
R T A
L L E
N D
E E
P D
R A
F T H
A R
B O
R U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
C
IV
IL
W
O R
K S T
E C
H N
IC
A L B
R A
N C
H
C E
P O
H -E
C T
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H A
W A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
J P
E 'E
L E
K A
U A I, H
A W
A
II
J P
L M
W
A
B
100 PERCENT
M
A Y
C-501
NOT TO SCALE
TYPICAL TURBIDITY CURTAIN DETAIL - SECTION
NOT TO SCALE
TYPICAL TURBIDITY CURTAIN DETAIL - PLAN VIEW
TC
TC
TC
T C
T C
T C
T C
TC
TC
TC
ACTIVE DREDGE AREA
DREDGE AREA
CRANE
BARGE
SHORELIN
E
TO FULL DEPTH
TURBIDITY CURTAIN EXTENDING
CONTINUOUS BOTTOM ANCHOR
HARBOR BOTTOM
TURBIDITY CURTAIN NOTES:
TURBIDITY CURTAIN(S).
DAMAGED. WORK MAY RESUME AFTER REPAIRING OR REPLACING OF DAMAGED
DREDGING WORKS SHALL STOP IMMEDIATELY IF TURBIDITY CURTAIN IS FOUND TO BE
PLACE ANCHORS IN AREAS WITH NO CORAL.
THE FLOATING BOOM TO SUBMERGE.
DIFFERENCES AND SWELLS WITHOUT LIFTING THE BOTTOM ANCHOR OR CAUSING
PROVIDE SUFFICIENT SLACK IN THE FILTER FABRIC TO ALLOW FOR TIDAL
ABOVE THE WATER SURFACE.
THE WEIGHT OF THE CURTAIN AND MAINTAIN A FREEBOARD OF AT LEAST SIX INCHES
FLOTATION DEVICES SHALL BE FLEXIBLE BUOYANT UNITS SUFFICIENT TO SUPPORT
SEAMS SHALL BE SEWN PER MANUFACTURER'S RECOMMENDATIONS.
AMBIENT LEVELS.
REMAIN IN PLACE UNTIL CONSTRUCTION RELATED TURBIDITY HAS RETURNED TO
TURBIDITY CURTAIN SHALL COMPLETELY ENCLOSE THE ACTIVE DREDGING AREA AND
6.
5.
4.
3.
2.
1.
FEDERAL PROJECT LIMIT
SCOWTIDAL DATUMS
MHHW: 1.83 FEET
MLLW: 0.00 FEET
MSL: 0.83 FEET
T U
R B
ID
IT
Y C
U R
T A
IN
D
E T
A
IL
A N
D T
ID
A L D
A T
U M
S
TIDAL EPOCH 1983 - 2001
NAWILIWILI HARBOR TIDAL STATION 1611400, ISLAND OF KAUAI
| 19PA01_G-001xxx |
| 19PA01_C-101xxx |
| 19PA01_C-102xxx |
| 19PA01_C-301xxx |
| 19PA01_C-302xxx |
| 19PA01_C-303xx |
| 19PA01_C-304xxx |
| 19PA01_C-305xxx |
| 19PA01_C-306xxx |
| 19PA01_C-501xxx |
File details come from the government source that posted it. Updated .