A.2.11.3 W9128A22R0004 Kahului Harbor - Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- W9128A22R0004
About this file
This announcement constitutes a solicitation for the Kaunakakai Harbor Maintenance Dredging project in Molokai, Hawaii and the Kahului Harbor Maintenance Dredging project in Maui, Hawaii. The U.S. Army Corps of Engineers, Honolulu District intends to issue a solicitation to conduct maintenance dredging by mechanical clamshell dredge to remove accumulated sediments within the harbor federal limits at both locations. The Kaunakakai Harbor project involves dredging an estimated 35,000 cubic yards, while the Kahului Harbor project involves dredging around 158,000 cubic yards. Transportation and disposal of dredged material will be to the Kahului Offshore Dredged Material Disposal Site. The total period of performance for both projects is 18 months. The acquisition will utilize lowest price technically acceptable procedures and be set aside for small businesses. The contract type will be fixed price.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
B B
B
B
B
B B
B
B
B
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
B
B
B
B
B
B
B
B b b b
10+00a
11+00a
12+00a
13+00a
19+00a
20+00a
21+00a
22+00a
23+00a
24+00a
24+50a
24+50a a a a a a a a a a
19+00a
20+00a
21+00a
22+00a
23+00a
24+00a
24+50a
24+50a
SURVEY CONTROL NETWORKLOCATION MAP
INDEX OF DRAWINGS
MAINTENANCE DREDGING
KAHULUI HARBOR
HAWAII
MAUI
MOLOKAI
LANAI
OAHU
KAHOOLAWE
PACIFIC OCEAN
NIIHAU
KAUAI
PROJECT SITE
NN
ABBREVIATIONS / SYMBOLS
BM
TC
AND STORAGE AREA
DREDGE AREA
DEPARTMENT OF TRANSPORTATION
BASELINE
BEST MANAGEMENT PRACTICES
CONTRACTOR OPERATIONS
EASTING
EXISTING
FEET
STATE OF HAWAII
MEAN LOWER LOW WATER
MILE
NORTHING
NOT IN CONTRACT
SHEET
STATION
TURBIDITY CURTAIN
TYPICAL
BENCH MARK
LIGHTS
LIGHTED BUOYS
UNLIGHTED BUOYS
DEGREE OF ARC
MINUTE OF ARC, FEET
SECOND OF ARC
SLOPE
SURVEYED BOTTOM
PROJECT DEPTH
DREDGE AREA
DREDGE ZONE LIMITS
FEDERAL PROJECT LIMITS
CROSS SECTIONS
TURBIDITY CURTAIN
EXISTING WALL
B
BMPS
COSA
E
EXIST.
FT.
HDOT
MLLW
MI.
N
N.I.C.
SHT.
STA.
TC
TYP.
SCALE ALL OTHER SHEET SIZES ACCORDINGLY
THE ACTUAL SIZE OF THIS PLAN SET IS 34x22.
L
ISLAND OF MAUI
KAHULUI
LAHAINA
MAALAEA
WAIKAPU
KAPALUA
KIHEI
MAKENA
WAILEA-
WAIEHU
WAIHEE-
MAKAWAO
KULA
PAIA
PAUWELA
HAIKU-HONOKOWAI
NAPILI-
PACIFIC OCEAN
HARBOR
KAHULUI
PROJECT SITE
HALIIMAILE
SPRECKELSVILLE
KEOKEA
KAANAPALI
KAHAKULOA
WAILUA
HANA
NAHIKU
KAUPO
NN NN
GI001
T
IT
L E S
H E
E T
5.91' MLLW
1,708,644.00 E
202,159.49 N
BM 161 5680 C TIDAL
(CONTROL LINE)
2,533.77'
G I0
.d g n
7.34' MLLW
1,708,865.11 E
205,148.71 N
BM M 10
7.41' MLLW
1,708,714.86 E
203,495.82 N
BM 161 5680 A
PROJECT LINE
FEDERAL
& PROJECT BASELINE
HARBOR CENTERLINE
COSA SITE
9.37' MLLW
1,704,804.76 E
204,593.25 N
BM AHIU
7.97' MLLW
1,707,122.58 E
202,242.11 N
BM IOLE
0.00 ft
1.00 ft
2.00 ft
MEAN HIGHER-HIGH WATER = 2.25
MEAN LOWER-LOW WATER = 0.00
PROJECT DATUM,
TIDAL DATUM
MEAN SEA LEVEL = 1.12
JULY 2021
KAHULUI HARBOR, ISLAND OF MAUI, HAWAII
6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROLS IN THE FIELD.
5. AZIMUTHS ARE MEASURED CLOCKWISE FROM SOUTH.
4. ELEVATIONS SHOWN ARE NEGATIVE(-) UNLESS OTHERWISE NOTED AS POSITIVE(+).
3. TIDAL BENCHMARK: 161 5680 C TIDAL, ELEV=5.91 MLLW (TIDAL EPOCH 1983-2001).
2. ELEVATIONS IN FEET AND TENTHS REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) DATUM.
1. NORTHING AND EASTING COORDINATES ARE BASED ON HAWAII STATE PLANE, ZONE 2, NAD 83 (PA 11), FEET.
SURVEY CONTROL NOTES:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0 b b b
10+00a
11+00a
12+00a
13+00a
.2
°2 '7 .1
.7
°1
'3
.3
1523.66
93°6'30.68"
3301.54
135°24'31.32"
SEE HYDROGRAPHIC SURVEY NOTE 4
NOT COLLECTED IN THIS AREA
HYDROGRAPHIC SURVEY DATA WAS
NOTE:
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
OVERALL SITE PLAN
SCALE: 1" = 400'
7.34' MLLW
1,708,865.11 E
205,148.71 N
BM M 10
BREAKWATER LT. 4
KAHULUI HARBOR ENTRANCE
BREAKWATER LT. 3
KAHULUI HARBOR ENTRANCE
0 400' 800'
CN101
DREDGE AREA
& PROJECT BASELINE
HARBOR CENTERLINE
PROJECT LINE
FEDERAL
O V
E R
A L L S
IT
E P
L A
N
EASTING NORTHING
FEDERAL PROJECT LINE COORDINATES
EASTING NORTHING
206,108.361,706,520.10
204,808.361,706,520.10
204,299.531,706,838.05
204,935.431,707,855.71
204,564.491,708,449.34
205,062.771,706,361.13
203,705.891,707,209.00
205,041.411,708,025.32
205,571.331,706,838.05
PROJECT CENTERLINE COORDINATES
KAHULUI BAY
S H
O R E
LI
N E
S H
O R E
LIN
E
K A H
U
LU
I B
E A C
H R
O A D
KAAHUMANU AVENUE
KAAHUMANU A
VENUE
"RED 10"
"RED 8"
"RED 6"
F E
D E
R A
L P
R O J E
C T L
IN
E
WES
T B
REAKWATE
R
H O
B R
O N A
V E
N U
E
P
IE
R
CONTAINER YARD
HOBRON AVENUE
"RED 12"
"GREEN 5"
PIER 1
"RED 8"
5.91' MLLW
1,708,644.00 E
202,159.49 N
BM 161 5680 C TIDAL
PIER 1C
1,706,273.44
1,706,303.39
1,705,776.33
1,706,166.21
1,706,776.96
1,708,100.56
1,708,681.77
1,706,909.49
1,706,865.46
206,067.62
205,900.28
204,851.18
204,065.94
203,404.92
204,255.81
204,796.57
205,919.30
206,165.39
C N
.d g n
(CONTROL LINE)
2,533.77'
7.97' MLLW
1,707,122.58 E
202,242.11 N
BM IOLE
9.37' MLLW
1,704,804.76 E
204,593.25 N
BM AHIU
NN
COSA SITE
AND PIER 2C
COSA SITE
ACCESS TO
ENTRANCE
GATED SECURITY
7.41' MLLW
1,708,714.86 E 203,495.82 N
BM 161 5680 A
PIER 2B
PI
ER
C
1615680
STATION
NOAA TIDE
APPROX. 1,750 S.F.
DREDGE ITEMS
OF MAN MADE
TEMPORARY STORAGE
COSA SITE FOR
PURPOSES. VERIFY VOLUMES IN THIS AREA AFTER PRE-DREDGE SURVEY BY CONTRACTOR.
THIS AREA HAS BEEN ESTIMATED AND INCLUDED IN VOLUMES PROVIDED FOR BIDDING
BLOCKING ACCESS DURING SURVEY. THE VOLUME OF MATERIAL TO BE DREDGED IN]
4. SOUNDING DATA NOT AVAILABLE ALONG PIER 1C AREA AS INDICATED, DUE TO VESSEL
2003 AND PROVIDED BY THE USACE.
3. APPROXIMATE BANKLINE DIGITIZED FROM PHOTOGRAPHY TAKEN SEPTEMBER 28,
2. SOUNDINGS ARE DEPTHS IN FEET AND TENTHS BELOW THE MLLW DATUM.
DISTRICT, PORTLAND. BASEMAP FEATURES ARE APPROXIMATE.
1. HYDROGRAPHIC SURVEY COMPLETED NOVEMBER 26, 2019 BY U.S. ARMY ENGINEER
HYDROGRAPHIC SURVEY NOTES
THE NECESSARY BUOY RELOCATIONS. THE CONTRACTOR IS NOT TO MOVE ANY BUOYS.
THE GOVERNMENT AND COORDINATE WITH THE USCG AND THE HARBOR AGENT FOR
IF TEMPORARY BUOY RELOCATIONS ARE REQUIRED, THE CONTRACTOR WILL INFORM
10. BUOY REPLACEMENT IS REGULATED BY THE UNITED STATES COAST GUARD (USCG).
FOUND AT HTTP://HAWAII.PORTCALL.COM
9. SHIP MOVEMENTS, CRUISE SHIP SCHEDULE AND BERTHING RESERVATIONS CAN BE
ACCORDANCE WITH THE APPLICABLE GOVERNMENT RULES AND REGULATIONS.
8. PROPERLY DISPOSE OF ALL OTHER MAN-MADE DEBRIS THAT ARE DREDGED IN
7. SEE SURVEY CONTROL NOTES SHEET GI001 FOR COORDINATE SYSTEM INFORMATION.
DURING DREDGING OPERATIONS. ALSO INFORM THE MAUI DISTRICT MANAGER.
CONTRACTING OFFICER'S REPRESENTATIVE IF ANY UTILITIES ARE DISCOVERED
6. CONTRACTOR SHALL STOP WORK AND INFORM GOVERNMENT
AND APPROVED BY THE MAUI DISTRICT MANAGER.
5. USE OF CONTRACTOR OPERATIONS AND STORAGE AREA SHALL BE COORDINATED WITH
CONTRACTOR OFFICER'S REPRESENTATIVE.
CONTAINED WITHIN THE WORK AREAS APPROVED BY THE MAUI DISTRICT MANAGER AND
4. ALL WORK, EQUIPMENT AND DREDGING OPERATIONS AT THE HARBOR SHALL BE
PERSONNEL.
COORDINATED WITH THE MAUI DISTRICT MANAGER OR ASSIGNED DOT HARBORS
3. ALL DREDGING OPERATIONS OCCURRING WITHIN THE ENTRANCE CHANNEL SHALL BE
TRAFFIC. ACCESS TO THE LAUNCH RAMP SHALL NOT BE BLOCKED.
CONTRACTOR AND DOT HARBORS TO ENSURE THE CHANNEL IS FULLY OPEN FOR VESSEL
IN ADDITION TO CHECKING PORTCALL, COORDINATION WILL BE NEEDED BETWEEN THE
2. ENTIRE CHANNEL WIDTH SHALL REMAIN OPEN FOR ARRIVING AND DEPARTING VESSELS.
WITH AND APPROVED BY THE MAUI DISTRICT MANAGER.
1. USE OF HARBOR FACILITIES, INCLUDING LOADING DOCKS, SHALL BE COORDINATED
GENERAL NOTES
COSA
OFFICE
HARBORS
DOT
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
"GREEN 5"
"RED 6"
"RED 8"
"RED 10"
"RED 12"
O
PEN
STO
R
AG
E
SH
ED
O
VER
SEAS C
O
N
TAIN
ER
FAC
CONTAINER YARD
WES
T B
REAKWATE
R
SH
O
R
ELIN
E
KAAHUMANU A
VENUE
KAHULUI BAY
P
IE
R
PIER 1
K A H
U
LU
I B
E A C
H R
O A D
H O
B R
O N A
V E
N U
E
HOBRON AVENUE
MOLASSES
STORAGE
R O
L L -O
N
O F F R
A M
P
SUGAR
PROCESSING
& STORAGE
B
B
B
B
.8
°2 '2
.0
.2
°3
'1 .7
.2
°2 '7 .1
.7
°1
'3
.3
PIER 1C
3301.54
135°24'31.32"
B B
B
B
B
B
B
B
B
P
IE
R
C
PIER 2B
1520.45 97°56'30.06"
SCALE: 1" = 200'
7.34' MLLW
1,708,865.11 E
205,148.71 N
BM M 10
RANGE FRONT
KAHULUI HARBOR ENTRANCE
BREAKWATER LT. 4
KAHULUI HARBOR ENTRANCE
BREAKWATER LT. 3
KAHULUI HARBOR ENTRANCE
CN102
(CONTROL LINE)
2,576.47'
(CONTROL LINE)
2,345.14'
(BASELINE)
200.00'
(BASELINE)
300.00'
DREDGE AREA
DREDGING PLAN
D R
E D
G
IN
G P
L A
N
PROJECT LINE
FEDERAL
PROJECT LINE
FEDERAL
200' 400'
THROUGH CN340
SEE SHTS. CN301
LINES (TYP.)
CROSS SECTION
1+00
0+00
2+00
3+00
1200'
1300'
600'
+0
+0
+0
+0
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
1200'
(BASELINE)
550'
(BASELINE)
688'
+0
+0
(CONTROL LINE)
2,533.77'
(CONTROL LINE)
2,109.92'
CHANNEL600' H
ARBOR ENTRANCE
HARBOR
DLNR - SMALL BOAT
IS ANCHORED IN THE HARBOR
LOCATION WHEN DREDGE PLANT
CONTRACTOR PERSONNEL ACCESS
C N
.d g n
NN
COSA SITE
IF NEEDED WITH MAUI DISTRICT MANAGER.
UNLOADING OF HEAVY EQUIPMENT
COORDINATE LOADING AND
APPROX. 1000 PSF. CAPACITY.
HEAVY LIFT AREA AT PIER 1C.
PROJECT BASELINE
9.37' MLLW
1,704,804.76 E
204,593.25 N
BM AHIU
7.41' MLLW
1,708,714.86 E 203,495.82 N
BM 161 5680 A
ZONE
CORAL BUFFER
10' BUFFER
BUFFER AT STA. 14+00
BEGIN 72' WIDE
BUFFER AT STA. 21+75
END 72' WIDE
1,705,895.98 E
204,772.11 N
1,706,242.27 E
204,074.64 N
PAST THE PIER END
END 10' BUFFER 10'
PERSONNEL ACCESS
DOCKING AND
FOR DREDGE PLANT
PIER 2C
SEE CROSS SECTIONS SHEETS CN302 TO CN305
OPTION 2: STA. 7+00 TO 30+25
SEE CROSS SECTIONS SHEETS CN305 & CN306
OPTION 1: STA. 31+00 TO 41+00
SEE CROSS SLECTIONS SHEETS CN301, CN307, CN308 & CN309
BASE BID: STA. 0+00 TO 7+00, 41+00 TO 65+00
ROUTE
COSA ACCESS
COSA
W H
A R
F S
T
OFFICE
HARBORS
DOT
A L
A L
U
IN
A S
T
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
.2
°2 '7 .1
.7
°1
'3
.3
.8
°3
'1
919.05
133°06'42.4"
-3 1.
-3 0.
SCALE: 1" = 100'
CN103
C N
.d g n
LOCATION PLAN - CONTRACTOR OPERATIONS AND STORAGE AREA
C O
N T
R A
C T
O R O
P E
R A
T
IO
N S A
N D S
T O
R A
G E A
R E
A
L O
C A
T
IO
N P
L A
N
O
PEN
STO
R
AG
E
S H
O R
E L
IN
E
AND PIER 2C
COSA SITES
ACCESS TO
7.41' MLLW
1,708,714.86 E
203,495.82 N
BM 161 5680 A
P
IE
R
KAAHUMANU
AVENUE
KAHULUI BAY
FE
DERAL
PRO
JE
CT
LI
NE O
F F R
A M
P
R O
L L -O
N
& STORAGE
PROCESSING
SUGAR
STORAGE
MOLASSES
H O
B R
O N A
V E
N U
E
DREDGE AREA
COSA SITE
NN
100' 200'
NOT TO SCALE
INSET NO. 2
70.0'
PIER 2B
PI
ER
C
1,708,084.52 E 204,187.57 N
1,708,043.93 E 204,123.92 N
1,708,012.84 E 204,148.15 N
40.0'
SEE INSET NO. 2
APPROX. 1,750 S.F.
DREDGE ITEMS
OF MAN MADE
TEMPORARY STORAGE
COSA SITE FOR
10.0' 327°17'33"
.0
1,708,077.92 E 204,191.81 N
ROUTE
COSA ACCESS
SEE INSET NO. 1
TRAILER & EQUIPMENT
FOR PARKING, OFFICE
3,150 S.F. PAVED AREA
COSA SITE 45'x70'
OFFICE
HARBORS
DOT
.0
.0
.0
70.0'
70.0'
.0
W H
AR
F ST
1,708,430.84 E 203,924.94 N
1,708,463.14 E 203,850.31 N
1,708,406.98 E 203,885 N
W H
AR
F ST
1,708,487.83 E 203,888.13 N
.8
919.05'
919.05'
A L
A L
U
IN
A S
T
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
CN104
4000' 8000'
RADIUS = 9,500 FEET
BUFFER
ENTRANCE CHANNEL
OCEAN DISPOSAL SITE PLAN
SCALE: 1" = 4000'
TRANSIT CORRIDOR
2000-FOOT-WIDE
,3
.6
,3
.6
SHORELINE
KAHULUI HARBORFEDERAL PROJECT LINE
1,704,076.92 E
267,867.13 N
1,702,080.12 E
267,754.14 N
1,705,037.33 E
215,492.14 N
1,697,196.40 E
204,568.63 N
1,707,034.14 E
215,605.13 N
1,715,942.50 E
207,664.38 N
O C
E A
N D
IS
P O
S A
L S
IT
E P
L A
N
OCEAN DISPOSAL SITE
KAHULUI
RADIUS=3000'
RADIUS = 1,000'
1,702,918.73 E
270,634.55 N
SURFACE DISPOSAL ZONE
KAHULUI
KAHULUI OCEAN DISPOSAL SITE AND TRANSIT CORRIDOR.
2. THE VESSEL SHALL STAY WITHIN THE LIMITS OF THE
WITHIN THE KAHULUI OCEAN DISPOSAL SITE.
1. THE VESSEL SHALL UNLOAD IN THE SURFACE DISPOSAL ZONE
NOTES:
C N
.d g n
NN
1,706,569.45 E
206,116.50 N
CENTER POINT
ENTRANCE CHANNEL
KAHULUI HARBOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-40
-35
-30
-25
-20
-15
0 25 50 75 100 125 150 175 200 225 250 275 300-25 -40
-35
-30
-25
-20
-15
-40
-35
-30
-25
-20
-15
-10
0 25 50 75 100 125 150 175 200 225 250 275 300-25 -40
-35
-30
-25
-20
-15
-10
-40
-35
-30
-25
-20
-15
-10
0 25 50 75 100 125 150 175 200 225 250 275 300-25 -40
-35
-30
-25
-20
-15
-10
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
D E
P T
H F
T
0 25 50 75 100 125 150 175 200 225 250 275 300-25
-40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25 -40
-35
-30
-25
-20
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
0+50
1+00
1+50
2+00
2+50
5+00
5+50
6+00
6+50
0+00
3+00
3+50
4+00
4+50
7+00
PROJECT DEPTH
B
SURVEY BOTTOM
(TYP.)
L
CN301
C N
.d g n
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
BASE BID - STA. 0+00 TO 7+00
C R
O S
S S
E C
T
IO
N S S
T A T
O
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675-25 -40
-35
-30
-25
-20
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675-25 -40
-35
-30
-25
-20
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-5
-10
-15
-20
-25
-30
-35
-40
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-5
-10
-15
-20
-25
-30
-35
-40
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-5
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-10
-15
-20
-25
-30
-35
-40
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25 -40
-35
-30
-25
-20
D E
P T
H F
T
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
7+00
CN302
C N
.d g n
(TYP.)
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
BL
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
C R
O S
S S
E C
T
IO
N S S
T A T
O
OPTION 2 - STA. 7+00 TO 13+00
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-5
-10
-15
-20
-25
-30
-35
-40
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-5
-10
-15
-20
-25
-30
-35
-40
-5
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-5
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40 D
E P
T H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
CN303
C N
.d g n
BL
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
OPTION 2 - STA. 14+00 TO 20+00
C R
O S
S S
E C
T
IO
N S S
T A T
O
(TYP.)
ZONE
CORAL BUFFER
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40-48 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-10
-15
-20
-25
-30
-35
-40-48
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25
-15
-20
-25
-30
-35
-40 D
E P
T H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
CN304
C N
.d g n
BL
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
OPTION 2 - STA. 20+50 TO 27+50
C R
O S
S S
E C
T
IO
N S S
T A T
O
(TYP.)
ZONE
CORAL BUFFER
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-10
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-10
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-15
-20
-25
-30
-35
-40 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-10
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-10
-15
-20
-25
-30
-35
-40
-45
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-45
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-45
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-45
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-45
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
CN306
C N
.d g n
BL
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
OPTION 1 - STA. 34+00 TO 41+00
C R
O S
S S
E C
T
IO
N S S
T A T
O
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
39+00
38+50
38+00
40+50
40+00
39+50
41+00
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-20
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-25
-30
-35
-40
-45
-50
-45
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25 -50
-45
-40
-35
-30
-25
-20
-50
-45
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25 -50
-45
-40
-35
-30
-25
-20
-50
-45
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25 -50
-45
-40
-35
-30
-25
-20
-50
-45
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25 -50
-45
-40
-35
-30
-25
-20
-50
-45
-40
-35
-30
-25
-20
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700-25 -50
-45
-40
-35
-30
-25
-20
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650 675 700 725 750-25
-15
-20
-25
-30
-35
-40
-45
D E
P T
H F
T
CN307
C N
.d g n
BL
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
C R
O S
S S
E C
T
IO
N S S
T A T
O
41+00
41+50
42+00
42+50
43+00
43+50
44+00
44+50
45+00
BASE BID - STA. 41+00 TO 45+00
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-30
-35
-40
-45
-50
-55 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-55
-30
-35
-40
-45
-50
-55 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-55
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-10
-15
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-10
-15
-20
-25
-30
-35
-40
-45
-50
-15
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-15
-20
-25
-30
-35
-40
-45
-50
-15
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-15
-20
-25
-30
-35
-40
-45
-50
-15
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-15
-20
-25
-30
-35
-40
-45
-50
-15
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-15
-20
-25
-30
-35
-40
-45
-50
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-20
-25
-30
-35
-40
-45
-50 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-20
-25
-30
-35
-40
-45
-50
-55 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-55
-20
-25
-30
-35
-40
-45
-50
-55
-60 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-55
-60
-20
-25
-30
-35
-40
-45
-50
-55 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-55
-20
-25
-30
-35
-40
-45
-50
-55 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-20
-25
-30
-35
-40
-45
-50
-55
-25
-30
-35
-40
-45
-50
-55
-60 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-25
-30
-35
-40
-45
-50
-55
-60
-25
-30
-35
-40
-45
-50
-55
-60 025 -25 -50 -75 -100 -125 -150 -175 -200 -225 -250 -275 -300 -325 -350
-25
-30
-35
-40
-45
-50
-55
-60
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
CN308
C N
.d g n
BL
PROJECT DEPTHSURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
BASE BID - STA. 46+00 TO 55+00
C R
O S
S S
E C
T
IO
N S S
T A T
O
(TYP.)
10' BUFFER
46+50
47+00
47+50
48+00
48+50
46+00 49+00
49+50
50+00
50+50
51+00
51+50
52+00
52+50
53+00
53+50
54+00
54+50
55+00
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
NOTES:
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
FEDERAL PROJECT LIMITS
DREDGE AREA
PROJECT BASELINE
DO NOT DREDGE WITHIN THESE ZONES.
LIMIT LINE), FROM STA. 14+00 TO 21+75 AND BUFFER ZONE FOR THE PIER IS 10 FEET.
6. BUFFER ZONE FOR CORAL IS 15 FEET FROM THE KNOWN CORAL BEDS (72' FROM THE FEDERAL
HARD SURFACES AND ARE NOT TO BE DREDGED.
SEDIMENT MATERIAL. STEEPER FINISHED SLOPES SHOWN ON THE DRAWINGS REPRESENT
5. THE SIDE SLOPE SHOWN ON THE DRAWINGS IS THREE HORIZONTAL TO ONE VERTICAL FOR
PROJECT LIMITS SHOWN.
RESPONSIBLE FOR DREDGING ALL AREAS ABOVE PROJECT DEPTH WITHIN THE FEDERAL
4. DREDGE AREAS SHOWN ARE AN ESTIMATE OF THE WORK AREA. CONTRACTOR IS
DREDGING OF UP TO ONE FOOT IS ALLOWABLE. SEE DREDGE PAY PRISM ON SHEET CN501.
ANGLE OF REPOSE SO THAT SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS. OVERDEPTH
AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL TO SLOUGH TO THE NATURAL UNDERWATER
3. ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL LIMITS IS NOT AUTHORIZED. DREDGE
2. STATION ORIENTATION VIEW IS UPSTATION.
1. DEPTHS IN FEET BELOW MLLW.
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45
-50 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-50
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350-25
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-25
-30
-35
-40
-45
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-20
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-25
-30
-35
-40
-45
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-20
-25
-30
-35
-40
-45
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-25
-30
-35
-40
-45
-10
-15
-20
-25
-30
-35
-40
-45 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450-25
-10
-15
-20
-25
-30
-35
-40
-45
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
D E
P T
H F
T
CN309
C N
.d g n
BL
PROJECT DEPTH SURVEY BOTTOM
(TYP.)
DREDGE ZONE LIMIT
PROJECT LIMIT AND
FEDERAL
(TYP.)
60 600 120 180
20 20 40 60
GRAPHIC SCALES
SCALE:1"=20' (VERTICAL)
SCALE:1"=60' (HORIZONTAL)
BASE BID - STA. 55+50 TO 65+00
C R
O S
S S
E C
T
IO
N S S
T A T
O
55+50
56+00
56+50
57+00
57+50
58+50
58+00
59+00
59+50
60+00
60+50
61+00
61+50
62+00
65+00
64+50
64+00
63+50
63+00
62+50
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
IS
T R
IC
T
F T S
H A
F T
E R
H A
W A
II
P H (8
-5
M A
U I, H
A W
A
II
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
K A
H U
L U I
H A
R B
O R
®of Engineers
US Army Corps
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
L
O K
A N
O -K
E N
D R
IC
K -- F
IL
E N
U M
B E
R
-2
-2
A N
S I
D
W
A -1
-D -0
C N
.d g n
SHORE
FEDERAL PROJECT LIMITS
BOTTOM ANCHOR
CONTINUOUS
HARBOR BOTTOM
PLAN
CRANE
BARGE
AREA
ACTIVE DREDGE
TURBIDITY CURTAIN NOTES:
SECTION 01 57 19
PER SPECIFICATION
LENGTH TO VARY
TURBIDITY CURTAIN
NOT TO SCALE
SECTION
6.
5.
4.
3.
2.
1.
SURVEY DEPTH
PRE-DREDGE
SURVEY DEPTH
POST-DREDGE
UNPAID OVERDEPTH
FEDERAL PROJECT LIMITS
REQUIRED DREDGING (PAID)
(TYP)
NOT TO SCALE
TYPICAL TURBIDITY CURTAIN DETAILS
DREDGE PAY PRISM
NOTES:
DREDGE AREA
(-36 FT MLLW)
OVERDEPTH
ALLOWABLE
MAXIMUM
(-35 FT MLLW)
PROJECT DEPTH
REQUIRED
1.
PAID OVERDEPTH
SIDE SLOPE DOES NOT ENCROACH ON FEDERAL LIMITS.
TO SLOUGH TO THE NATURAL UNDERWATER ANGLE OF REPOSE SO THAT
NOT AUTHORIZED. DREDGE AT THE BASE OF SIDE SLOPE TO ALLOW MATERIAL
ACTIVE DREDGING OUTSIDE OF THE HORIZONTAL FEDERAL PROJECT LIMITS IS
CURTAINS.
AFTER REPAIRING OR REPLACING OF DAMAGED TURBIDITY
CURTAIN IS FOUND DAMAGED. WORK MAY RESUME
DREDGING WORKS SHALL STOP IMMEDIATELY IF TURBIDITY
PLACE ANCHORS IN AREAS WITH NO CORAL.
THE FLOATING BOOM TO SUBMERGE.
WITHOUT LIFTING THE BOTTOM ANCHOR OR CAUSING
TO ALLOW FOR TIDAL DIFFERENCES AND SWELLS
PROVIDE SUFFICIENT SLACK IN THE FILTER FABRIC
6 INCHES ABOVE THE WATER SURFACE.
CURTAIN AND MAINTAIN A FREEBOARD OF AT LEAST
UNITS SUFFICIENT TO SUPPORT THE WEIGHT OF THE
FLOTATION DEVICES SHALL BE FLEXIBLE BUOYANT
RECOMMENDATIONS.
SEAMS SHALL BE SEWN PER MANUFACTURE'S
LENGTH TO VARY PER SPECIFICATION SECTION 01 57 19.
RETURNED TO AMBIENT LEVELS. TURBIDITY CURTAIN
UNTIL CONSTRUCTION RELATED TURBIDITY HAS
DREDGING OPERATIONS AND REMAIN IN PLACE
TURBIDITY CURTAIN SHALL COMPLETELY ENCLOSE THE
CN501
D E
T A
IL
S
DUMP
SCOW
| Kahului-01-CN101 |
| Kahului-01-CN102 |
| Kahului-01-CN103 |
| Kahului-01-CN104 |
| Kahului-01-CN301 |
| Kahului-01-CN302 |
| Kahului-01-CN303 |
| Kahului-01-CN304 |
| Kahului-01-CN306 |
| Kahului-01-CN307 |
| Kahului-01-CN308 |
| Kahului-01-CN309 |
| Kahului-01-CN501 |
| Kahului-01-GI001 |
File details come from the government source that posted it. Updated .