W9128A-17-B-0004_Drawings.pdf
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| W9128A-17-B-0004_Specifications.pdf | ||
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91°26'23" 217.31'
KIKI-1
KIKI-1
KIKI-2
KIKI-3
SURVEY CONTROL
1,575,557.22
1,575,382.83
1,575,600.07
46,553.48
45,773.04
45,767.58
N E MLLW (FT)
7.89
4.97
9.49
LEGEND
NN
NN
NOT TO SCALE
NOT TO SCALE
ABBREVIATIONS
KAHOOLAWE
MAUI
LANAI
MOLOKAI
OAHU
KAUAI
NIIHAU
HAWAII
PACIFIC OCEAN
KOKEE
MANA
AIRFIELD
BONHAM
RANGE
MISSILE
PACIFIC
POINT
NOHILI
POINT
KOKOLE
OOMANO POINT
KEKAHA
WAIMEA
HANAPEPE
KOLOA
LIHUE
HARBOR
NAWILIWILI
MT. WAIALEALE
KAPAA
HANALEI
SANDS
BARKING
NA
PALI
C
OAS
T
ALLEN
PORT
W A I
M E
A
R I
V E R
OCEAN
PACIFIC
OCEAN
PACIFIC
SITE
PROJECT
KIKIAOLA LIGHT DRAFT HARBOR MAINTENANCE DREDGING
KEKAHA, ISLAND OF KAUAI, HAWAII
PLANS
KIKI-2 KIKI-3
°3
'4
°5
'4
NN
.6
.0
MEAN SEA LEVEL (MSL)
MEAN LOW WATER (MLW)
LOWEST WATER LEVEL OBSERVED
0.00'
-0.92'
5.81'
0.83'
FOR THE 1983-2001 TIDAL EPOCH RELATIVE TO MLLW = 0.0'
ELEVATION DATUMS FROM PORT ALLEN NOAA TIDE GAUGE
1.44'
1.84'MEAN HIGHER HIGH WATER (MHHW)
MEAN HIGH WATER (MHW)
MEAN LOWER LOW WATER (MLLW)
0.19'
HIGHEST WATER LEVEL OBSERVED
G-001
T
IT
L E S
H E
E T
TITLE SHEET
SITE PLAN
DREDGING SITE PLAN
164-10-6 G-001
CS101
CS102
CS104
ID
SHEET
NUMBER
SHEET
NUMBER
DRAWING
DRAWING DESCRIPTION REVISION STATUS
SCHEDULE OF DRAWINGS
VICINITY MAP
LOCATION MAP SURVEY CONTROL NETWORK
SCALE: 1" = 200'
FEDERAL CHANNEL CROSS-SECTIONS STA. 0+00 TO STA. 3+50
FEDERAL CHANNEL CROSS-SECTIONS STA. 4+00 TO STA. 7+50
C-301
C-302
FEDERAL CHANNEL CROSS-SECTION STA. 8+00 TO STA. 10+45
STATION
SQUARE FEET
NORTH
MEAN LOWER LOW WATER
INCHES
HORIZONTAL
FEET
EXISTING
ELEVATION
EAST
CONTRACTING OFFICER'S REPRESENTATIVE
CONSTRUCTION EASMENT
BENCHMARK
BASELINE
APPROXIMATE(LY)
DEGREES
INCHES, SECOND OF ARC
FEET, MINUTE OF ARC
AND
STA.
SQ FT
N
MLLW
IN
HOR
FT
EXST
ELEV
E
COR
C/E
BM
B/L
APPROX
8 C-303
AREA PLAN
CS103 2016 KIKIAOLA LDH HYDROGRAPHIC SURVEY DATA
H
V
13.8
CL
VEGETATION
SPOT ELEVATION
SLOPE: H - HORIZONTAL, V - VERTICAL
SLOPE
SEDIMENT SAMPLING LOCATIONS
CENTERLINE
BENCHMARK
AZIMUTHS ARE MEASURED CLOCKWISE FROM TRUE SOUTH.
NOTE:
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SHEET
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T M
K -1 -2 -0 -0
S T A T E O
F H
A W
A
II
.7 A
C R E S
T M
K -1 -2 -0 -0
K V
H L L C
.1 A
C R E S
T M
K -1 -2 -0 -0
H O
K U
A
IN
A D
E V E L O P
M E
N T L L C
.1 A
C R E S
T M
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H O
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A
IN
A D
E V E L O P
M E
N T L L C
.1 A
C R E S
TMK: 4-1-2-006-003
MAKAI MARINA, LLC.
33.36 ACRES
TMK: 4-1-2-006-017
STATE OF HAWAII
16.36 ACRES
T
M K -1 -2 -0 -0
L A
B E
D Z T
R U
S T
.1 A
C R E S
T M
K -1 -2 -0 -0
L A
B E
D Z T
R U
S T
.0 A
C R E S
T M
K -1 -2 -0 -0
C H
E L
IU
S
.2 A
C R E S
T M
K -1 -2 -0 -0
B E
C K
E N
F E
L D
.0 A
C R E S
APPROX 67,500 SQ FT (1.55 ACRES)
TEMPORARY WORK AREA ROE
AND DEWATERING AREA
CONTRACTOR WORK, STORAGE,
TRACT NUMBER 2
APPROX 41,755 SQ FT ( ACRES)
TEMPORARY WORK AREA ROE
HAUL ROUTE
TRACT NUMBER 3
APPROX 22,022 SQ FT ( ACRES)
TEMPORARY WORK AREA ROE
HAUL ROUTE
TRACT NUMBER 4
APPROX. 6.36 ACRES
TMK 4-1-2-006-017
STATE OF HAWAII
HARBOR BOUNDARY
TEMPORARY WORK AREA ROE
TRACT NUMBER 1
CONSTRUCTION LIMITS
LIMIT LINE
FEDERAL PROJECT
APPROX 12,230 SQ FT (0.28 ACRES)
TEMPORARY WORK AREA ROE
AND DEWATERING AREA
CONTRACTOR WORK, STORAGE,
KAUMUALII HIGHWAY
NOTES:LEGEND:
AND DEWATERING AREA
WORK, STORAGE,
CONTRACTOR HAUL ROUTE
EASEMENT LIMITS
RIGHT OF ENTRY
CONSTRUCTION LIMITS
BOUNDARY
TMK PROPERTY
0 200'200'
SCALE: 1"= 200'
CS101
A R
E A P
L A
N
NN
9 2
3. DATE OF THE AERIAL IMAGE IS FEBRUARY 15, 2010.
HAUL ROUTES.
TRAFFIC AT PUBLIC PARK AND PARKING AREAS ALONG CONSTRUCTION
MEASURES TO INCLUDE SIGNS, BARRICADES, ETC. TO CONTROL
2. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC CONTROL
SPECIFICATIONS.
SHOWN IN SECTION 01 90 00 AND 01 32 00 OF THE
1. RIGHT OF ENTRY AND CONDITIONS OF USE FOR EACH TRACT ARE
E N
A M
E
D E
S
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SHEET
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SHEET OF
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C H
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K E
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F T H
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B O
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IK
IA
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A L
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H T D
R A
F T H
A R
B O
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5 6
7 8
CENTERLINE
CHANNEL
0+00
6+10
4+35
LIMIT LINE
FEDERAL PROJECT
DEWATERING AREA
WORK, STORAGE, AND
321.20' 213°56'34"
°5
'5
.4
272°36'43"
90°00'00"
.0
270°00'00"
426.81'
163.48'
107°01'07"
344.07'
°0
'0
.1
°2
'4
200.00'
250.00'
DEWATERING AREA
WORK, STORAGE, AND
DEWATERING AREA
WORK, STORAGE, AND
163.477'289°31'48.13"
163.477'289°31'48.13"
163.477'289°31'48.13"
163.477'289°31'48.13"
289°31'48"
344.075'287°1'6.53"
344.075'287°1'6.53"
87°13'45" 176.69'
°3
'4
.3
°3
'4
.2
KAUMUALII HIGHWAY
RAMP
EXST BOAT
DOCK
EXST
BRIDGE
EXST
EAST BREAKWATER
WEST BREAKWATER
DATED JULY 21, 2012
(ELEV = 1.4' MLLW),
MHW SHORELINE
REVETMENT
EXST
DATED JULY 21, 2012
(ELEV = 1.4' MLLW),
MHW SHORELINE
LONG 159°41'29" W
LAT 21°57'41" N
E 1,575,557.22' N 46,553.48'
ELEV = 7.89' (MLLW)
BRASS DISK
BM "KIKI-1" (PA11)
BM "KIKI-2" (PA11)
BRASS DISK
ELEV = 4.97' (MLLW)
N 45,773.04'
E 1,575,382.83'
LAT 21°57'33" N
LONG 159°41'31" W
LONG 159°41'29" W
LAT 21°57'33" N
E 1,575,600.07' N 45,767.58'
ELEV = 9.49' (MLLW)
BRASS DISK
BM "KIKI-3" (PA11)
FEDERAL PROJECT LIMIT COORDINATES
N E
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
POINT 9
POINT 10
POINT 11
POINT 12
POINT 13
POINT 14
CHANNEL CENTERLINE
N E
STA. 6+10
STA. 7+25
STA. 7+75
STA. 10+45
STA. 4+35
STA. 0+00
POINT 15
1574935.56
45582.30 1574986.23
45581.09 1575057.99
45541.48 1575101.30
45536.11 1575421.31
45466.11 1575420.14
45469.88 1575195.00
45446.45 1575101.23
1575077.38
45409.56 1575040.09
45320.24 1575040.09
44936.28 1575187.84
NOTES:
S
IT
E P
L A
N
LEGEND:
0 200'200'
SCALE: 1"= 200'
AND DEWATERING AREA
WORK, STORAGE,
CS102
44886.54
45306.13
45498.53
45509.64
45446.85
1574988.96
1574911.55
1574911.77
44911.41
45333.42
45508.40
45506.46
45505.63
45501.12
1575088.40
1574982.85
1574985.78
1575101.28
1575151.28
1575420.73
NN
(ELEV = 1.4' MLLW)
MHW SHORELINE
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
14.
13.
12.
11.
COMMERCIAL OPERATIONS DURING THE ENTIRE CONTRACT PERIOD.
ACCESS ROADS SHALL BE KEPT CLEAR FOR VESSELS CALLS AND
CONSTRUCTION ACTIVITIES AND THE EXISTING BOAT RAMP AND
VESSELS. HARBOR OPERATIONS TAKE PRECEDENCE OVER
LOAD AND UNLOAD MATERIAL AND EQUIPMENT FROM OCEAN GOING
THE CONTRACTOR WILL HAVE USE OF THE EXISTING BOAT RAMP TO
WATERS.
SHALL NOT BE ALLOWED TO DRAIN INTO THE HARBOR OR COASTAL
GRADE TO CONSTRUCT A DEWATERING BERM. DREDGED SPOIL WATER
ON-SITE MATERIAL DOWN TO A DEPTH OF 6" MAX BELOW EXISTING
OF THE WORK AND STORAGE AREA. THE CONTRACTOR MAY USE
THE DREDGED MATERIAL SHALL BE DEWATERED WITHIN THE LIMITS
CONDITIONS PRIOR TO CONTRACTOR'S DEMOBILIZATION.
WELL AS HAUL ROUTE ARE TO BE RESTORED TO PRE-PROJECT
THE CONTRACTOR'S WORK, STORAGE, AND DEWATERING AREAS AS
AND WORK TASKS.
SEE SHEET CS104 AND CS105 FOR DESCRIPTIONS OF PROJECT AREAS
WORK.
AFFECT THE CONSTRUCTION OPERATIONS BEFORE COMMENCING WITH
CONTRACTING OFFICER IN WRITING, OF ANY FEATURE THAT WILL
BEFORE COMMENCING WITH CONSTRUCTION AND SHALL INFORM THE
EXISTING BUILDINGS, ROADS, PAVEMENT, TREES, AND UTILITIES
UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF ALL
OF EXISTING BUILDINGS, ROADS, PAVEMENT, TREES, AND
TOPOGRAPHIC SURVEY TO DETERMINE THE LOCATION AND DIMENSIONS
DRAWINGS IS MAY 12, 2010. USACE DID NOT CONDUCT A
IMPROVEMENTS" PROJECT. THE DATE OF THE FINAL AS-BUILT
DRAWINGS FOR THE "KIKIAOLA LIGHT DRAFT HARBOR NAVIGATION
THE SOURCE OF THE SURVEY INFORMATION IS FROM THE AS-BUILT
DATE OF THE AERIAL IMAGE IS FEBRUARY 15, 2010.
AZIMUTHS ARE MEASURED CLOCKWISE FROM TRUE SOUTH.
ALLEN NOAA TIDE GAUGE FOR THE 1983-2001 TIDAL EPOCH.
ELEVATIONS REFER TO MEAN LOWER LOW WATER (MLLW) AT THE PORT
ALL ELEVATIONS AND DISTANCES ARE IN U.S. SURVEY FEET.
1993.
1983 (NAD 83), HIGH ACCURACY REFERENCE NETWORK (HARN) OF
(FEET) AND ARE REFERENCED TO THE NORTH AMERICAN DATUM OF
HORIZONTAL COORDINATES ARE IN HAWAII STATE PLANE ZONE 4
ASSETS.
CONTRACTING OFFICER UPON INADVERTENT DISCOVERY OF CULTURAL
FOR THIS PROJECT. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
COMPLY WITH THE ARCHAEOLOGICAL MONITORING PLAN COMPLETED
MONITOR REQUIREMENTS. CONTRACTOR WILL HAVE AWARENESS OF AND
SPECIFICATIONS SECTION 01 57 20, PART 3.8 FOR ARCHEOLOGICAL
PRESENT FOR ALL ON-SHORE GROUND DISTURBANCE. SEE
ARCHAEOLOGICAL MONITOR PROVIDED BY THE CONTRACTOR SHALL BE
CAUTION MUST BE EXERCISED DURING GROUND DISTURBANCE. AN
CULTURAL ASSETS MAY BE PRESENT WITHIN THE WORK AREA, AND
CONSTRUCTION DEMOBILIZATION.
BRIDGE AND RESTORATION OF IRRIGATION DITCH DURING
SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF THE TEMPORARY
FLOW OF WATER FROM THE DITCH TO THE HARBOR. THE CONTRACTOR
TEMPORARY BRIDGE DESIGN SHALL BE DESIGNED TO NOT IMPEDE THE
BRIDGE DESIGN ACROSS THE EXISTING IRRIGATION DITCH. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE TEMPORARY
THE IRRIGATION DITCH SHOWN ON THE PLAN ABOVE. THE
THE CONTRACTOR SHALL NOT USE THE EXISTING BRIDGE CROSSING
GOVERNMENT.
RESTORATION OR REPLACEMENT SHALL BE AT NO COST TO THE
WORKING DAYS PRIOR TO THE START OF SITE WORK. REPAIRS,
VIDEOS, AND DISTRESS DATA TO THE GOVERNMENT AT LEAST 14
SUBMIT COPIES OF PRE-CONSTRUCTION SURVEY PHOTOGRAPHY,
NUMBER, DESCRIPTIONS, AND THE DATE PHOTOGRAPHS WERE TAKEN.
CONDITIONS INCLUDING A PLAN SHOWING PHOTOGRAPH LOCATION AND
PROVIDE DETAILS AND SKETCHES OF EXISTING DISTRESS
INDICATED ON THE DRAWING TO DOCUMENT EXISTING CONDITIONS.
OTHER FEATURES WITHIN THE CONSTRUCTION EASEMENT BOUNDARY
BUILDINGS, FACILITIES, STRUCTURES, UTILITIES, SIGNS, AND
AND VISUAL SURVEY OF NEARBY EXISTING BREAKWATERS,
CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A PHOTOGRAPHIC
RESULTING FROM ITS OPERATION. PRIOR TO THE START OF
STRUCTURES, ROADWAYS, UTILITIES, SIGNS, AND OTHER FEATURES
EXISTING BOAT RAMP, BREAKWATERS, BUILDINGS, FACILITIES,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
NATURAL RESOURCES DIVISION OF BOATING AND OCEAN RECREATION.
AND APPROVED BY THE STATE OF HAWAII DEPARTMENT OF LAND AND
OF ALL OTHER HARBOR FACILITIES, SHALL BE COORDINATED WITH
THE CONTRACTOR SHALL NOT USE THE EXISTING LOADING DOCK. USE
E N
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K A
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A I, H
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K A
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R A
F T H
A R
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A L
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H T D
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O L
A L
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H T D
R A
F T H
A R
B O
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EAST BREAKWATER
EXISTING JETTY
MATERIAL OFFLOAD AREA
POTENTIAL DREDGE WEST BREAKWATER
7' DEEP
OFFLOAD AREA TO
50' BARGE ACCESSWAY TO
.9
°1
'2
.0
°1
'2
5 6
7 8
0+50
0+00
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
0 1
°4
'5
.9
°5
'3
°5
'1
.3
.7
90°57'30"
23.85'
96.6 6' 90°57'32" 225.17'
°5
'1
270°57'37"320.05'
°2 '5
.7
270°57'32"
71.77'
°4 '4
°0
'5
.1
°5
'1
.8
75°5 7'32
R = 73.96'
270°57'32"
.4
.00'
.0
°5
'3
.0
75°5 8'11
435.00'
.0
4+35
°0 '0
°0
'0
CENTERLINE
CHANNEL
RAMP
EXST BOAT
.2
FEDERAL PROJECT LIMIT LINE
DOCK
EXST
EAST BREAKWATER
WEST BREAKWATER
-15.7
-15.6 -15.6 -15.5 -15.3
-15.2
-14.9 -14.7 -14.6
-14.4
-14.3
-14.1
-13.7 -13.6 -13.5
-13.5
-13.1 -13.0 -12.8 -12.8 -12.2
-12.1
-11.6
-11.3
-11.2 -11.2
-11.2 -11.2
-11.1
-11.1
-11.0
-11.0
-10.9 -10.9
-10.9
-10.9
-10.8
-10.8
-10.7
-10.6
-10.6
-10.6
-10.5
-10.5
-10.5
-10.5
-10.5
-10.5
-10.4
-10.4
-10.4
-10.4
-10.3
-10.3
-10.3
-10.3
-10.2
-10.2
-10.2
-10.2
-10.1
-10.1
-10.0
-10.0
-10.0
-9.9
-9.9
-9.9
-9.9
-9.9
-9.8
-9.8
-9.8
-9.7
-9.6
-9.6
-9.6
-9.6
-9.6
-9.4
-9.4
-9.4
-9.4
-9.3
-9.3 -9.3
-9.1
-9.1
-9.0
-8.9
-8.9
-8.9
-8.9
-8.9
-8.8 -8.8
-8.7
-8.6
-8.6
-8.5
-8.5
-8.4
-8.3
-8.3
-8.1
-8.1
-8.1
-8.0
-8.0
-8.0
-7.9
-7.9 -7.8
-7.8
-7.7
-7.6
-7.6
-7.5
-7.5
-7.5
-7.5
-7.5
-7.5 -7.5
-7.4
-7.4
-7.3
-7.3
-7.3
-7.3
-7.3
-7.3
-7.3
-7.2
-7.2
-7.2
-7.1
-7.1 -7.0
-7.0
-7.0
-6.9
-6.9
-6.9
-6.9
-6.8 -6.8
-6.8
-6.7
-6.7
-6.7
-6.7
-6.7
-6.7 -6.6
-6.6
-6.6
-6.6
-6.5
-6.5
-6.5
-6.5
-6.4
-6.4 -6.4 -6.4
-6.4
-6.4
-6.3 -6.2
-6.2 -6.2
-6.2
-6.2
-6.1
-6.1
-6.1
-6.1
-6.1
-6.1
-6.1
-6.0
-6.0
-6.0
-6.0 -6.0
-6.0
-5.9
-5.9
-5.9
-5.9
-5.9
-5.9
-5.9
-5.8 -5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.8
-5.7
-5.7
-5.7
-5.7
-5.7
-5.7
-5.7 -5.7
-5.7
-5.7
-5.7
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6
-5.6 -5.6
-5.6 -5.6 -5.6
-5.6
-5.6
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5 -5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5
-5.5 -5.5
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4
-5.4 -5.3
-5.3
-5.3
-5.3
-5.3 -5.3
-5.3
-5.3
-5.3
-5.3
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2
-5.2 -5.2
-5.2
-5.2
-5.2
-5.2
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.1
-5.0
-5.0
-5.0
-5.0 -5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-5.0
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9 -4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.9
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.8
-4.7
-4.7
-4.7 -4.7
-4.7
-4.7
-4.7
-4.7
-4.7
-4.7
-4.7
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.6
-4.5
-4.5
-4.5
-4.5
-4.5
-4.5 -4.5
-4.5
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4
-4.4 -4.4 -4.3
-4.3
-4.3
-4.3
-4.3
-4.3
-4.2
-4.2
-4.2
-4.2
-4.2
-4.2
-4.2
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.1
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-4.0
-3.9
-3.9
-3.9
-3.9
-3.9
-3.9
-3.8
-3.8
-3.8
-3.8
-3.7
-3.7
-3.7
-3.7
-3.7
-3.7
-3.6
-3.6
-3.6
-3.6
-3.6
-3.6
-3.6
-3.6
-3.5
-3.5
-3.5
-3.5
-3.4
-3.4
-3.4
-3.4
-3.3
-3.3
-3.3
-3.3
-3.3
-3.2
-3.2
-3.2
-3.2
-3.2
-3.2 -3.2
-3.2
-3.2
-3.2
-3.1
-3.1
-3.1
-3.1
-3.1
-3.1
-3.1
-3.0
-3.0 -3.0
-3.0
-3.0
-3.0
-3.0
-2.9
-2.9
-2.9
-2.9
-2.9
-2.9 -2.9
-2.9
-2.9
-2.9
-2.8
-2.8
-2.8
-2.8
-2.8
-2.7 -2.7
-2.7
-2.7
-2.7
-2.7
-2.7
-2.7
-2.6
-2.6
-2.6
-2.6
-2.5
-2.5
-2.5
-2.5
-2.5 -2.5
-2.5
-2.5
-2.4
-2.4
-2.4 -2.4
-2.4
-2.4
-2.3
-2.3 -2.3
-2.3
-2.2
-2.2
-2.2
-2.2
-2.2
-2.2 -2.1
-2.1
-2.0 -2.0
-1.8
CHANNEL 7' DEEP
ACCESS
CHANNEL 11' DEEP
ENTRANCE
50'
TRANSITION
PROJECT DEPTH
SURVEY NOTES:
050' 50'
SCALE: 1"= 50'
NN
CS103
K
IK
IA
O L
A L
D H
H Y
D R
O G
R A
P H
IC
S
U R
V E
Y D
A T
2.
1.
1983-2001 EPOCH.
SOUNDINGS ARE SHOWN IN FEET AND INDICATE DEPTHS BELOW MLLW,
HYDROSURVEY AND START OF CONSTRUCTION.
SHOALING MAY HAVE OCCURRED BETWEEN THE DATE OF THIS
U.S. ARMY CORPS OF ENGINEERS PORTLAND DISTRICT. ADDITIONAL
HYDROGRAPHIC SURVEY WAS COMPLETED ON JANUARY 8, 2016 BY THE
E N
A M
E
D E
S
IG
N E
D B
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D E
S C
R
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T
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D B
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C A
L E
P L
O T D
A T
E
D A
T E
M A
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D E
S C
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IP
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IDENTIFICATION
SHEET
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P
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°5 '3
.6
EAST BREAKWATER
EXISTING JETTY
MATERIAL OFFLOAD AREA
POTENTIAL DREDGE
°1
'2
WEST BREAKWATER
°1
'2
(SEE NOTE 3)
7' DEEP (MAX)
OFFLOAD AREA TO
ACCESSWAY TO BARGE
.4
.9
5 6
7 8
0+50
0+00
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
0 1
°4
'5
.9
°5
'3
°5
'1
.3
.7
90°57'30"
23.85'
96.6 6' 90°57'32" 225.17'
°5
'1
270°57'37"320.05'
°2 '5
.7
270°57'32"
71.77'
°4 '4
°0
'5
.1
°5
'1
.8
75°5 7'32
R = 73.96'
270°57'32"
.4
.00'
.0
°5
'3
.0
75°5 8'11
435.00'
.0
4+35
°0 '0
°0
'0
CENTERLINE
CHANNEL
.2
FEDERAL PROJECT LIMIT LINE
CHANNEL 7' DEEP
ACCESS
CHANNEL 11' DEEP
ENTRANCE
50'
TRANSITION
PROJECT DEPTH
WORK TASKS: NOTES:
LEGEND:
NN
CS104
D R
E D
G
IN
G S
IT
E P
L A
N
AREA TO BE DREDGED
ABOVE THE PROJECT DEPTH
APPROXIMATE LOCATION OF HARD MATERIAL
050' 50'
SCALE: 1"= 50'
10+45 TO A PROJECT DEPTH OF (-)7 FEET FEET BELOW MLLW.
DREDGE FEDERAL PROJECT AREA BETWEEN STA. 7+75 TO
PROJECT AREA BETWEEN STA. 7+25 TO 7+75.
(-)11 FEET TO (-)7 FEET BELOW MLLW WITHIN THE FEDERAL
DREDGE TRANSITION DEPTH ON A UNIFORM SLOPE BETWEEN
7+25, TO PROJECT DEPTH OF A (-)11 FEET BELOW MLLW.
DREDGE FEDERAL PROJECT AREA BETWEEN STA. 0+00 TO STA.
3.
2.
5.
4.
3.
2.
10.
9.
8.
7.
6.
DISCOVERY OF CULTURAL ASSETS.
NOTIFY THE CONTRACTING OFFICER UPON INADVERTENT
COMPLETED FOR THIS PROJECT. CONTRACTOR SHALL IMMEDIATELY
AND COMPLY WITH THE ARCHAEOLOGICAL MONITORING PLAN
MONITOR REQUIREMENTS. CONTRACTOR WILL HAVE AWARENESS OF
SPECIFICATIONS SECTION 01 57 20, PART 3.8 FOR ARCHEOLOGICAL
SHALL BE PRESENT FOR ALL ON-SHORE GROUND DISTURBANCE. SEE
ARCHAEOLOGICAL MONITOR PROVIDED BY THE CONTRACTOR
CAUTION MUST BE EXERCISED DURING GROUND DISTURBANCE. AN
CULTURAL ASSETS MAY BE PRESENT WITHIN THE WORK AREA, AND
AIDS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
AIDS. THE REMOVAL AND RELOCATION OF ANY NAVIGATIONAL
COORDINATE BOTH REMOVAL AND RELOCATION OF NAVIGATIONAL
(USCG) 60 DAYS PRIOR TO START OF CONSTRUCTION ACTIVITIES TO
NUMBER (808) 535-3407, OF THE UNITED STATES COAST GUARD
NAVIGATIONAL AIDS, CONTACT ROBERT SCHMIDT, TELEPHONE
IF THE DREDGING OPERATIONS REQUIRE THE REMOVAL OF ANY
AREA.
LIMITS OF THE CONTRACTOR WORK, STORAGE, AND STOCKPILE
DREDGED MATERIAL DEWATERING SHALL TAKE PLACE WITHIN THE
BE CONTAINED WITHIN THE CONSTRUCTION EASEMENT AS NOTED.
ALL WORK, EQUIPMENT AND DREDGED MATERIAL STOCKPILE SHALL
RAMP SHALL NOT BE BLOCKED.
FROM THE HARBOR BY BOATERS, AND ACCESS TO THE LAUNCH
SHALL REMAIN OPEN AT ALL TIMES TO PERMIT ENTRY AND EXIT
A MINIMUM OF ONE HALF OF THE ENTRANCE CHANNEL WIDTH
PRIOR TO START OF DREDGING.
(DLNR) DIVISION OF OCEAN AND BOATING RECREATION (DOBOR)
STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES
THE CONTRACTOR SHALL PROVIDE TWO WEEKS NOTICE TO THE
AREA WILL THEREAFTER BE DIRECTED BY THE COR.
THE CONTRACTOR WILL STOP WORK IMMEDIATELY. WORK IN THIS
ENCOUNTERED ADJACENT TO THE EAST OR WEST BREAKWATERS,
LIMIT EXCEPT FOR THE ACCESS CHANNEL AS SHOWN. IF ROCKS ARE
THE CONTRACTOR WILL NOT DREDGE OUTSIDE OF THE PROJECT
AT 1V:10H, THOUGH CONDITIONS MAY VARY IN THE FIELD.
PROJECTS AT KIKIAOLA HARBOR, THE SIDESLOPE HAS STABILIZED
MAINTAINED AT THE PROJECT LIMIT. BASED ON PRIOR DREDGING
SIDESLOPE HAS STABILIZED AND THE PROJECT DEPTH IS
CONTRACTOR SHALL DREDGE AT THE PROJECT LIMIT UNTIL THE
COMMERCIAL ACTIVITIES AND RECREATIONAL USE.
BOATING OPERATORS TO MINIMIZE INTERRUPTIONS TO
COORDINATE WITH THE HARBOR MASTER AND COMMERCIAL
USED FOR OFFLOADING OPERATIONS, THE CONTRACTOR SHALL
WILL BE AT NO COST TO THE GOVERNMENT. IF THE BOAT RAMP IS
RESPONSIBILITY OF THE CONTRACTOR. ANY REPAIRS REQUIRED
RAMP DURING CONSTRUCTION OPERATIONS ARE THE
COST TO THE GOVERNMENT AND ANY DAMAGES TO THE BOAT
MATERIALS. THE DREDGING OF THE ACCESSWAY WILL BE AT NO
TO THE EXISTING BOAT RAMP FOR BARGE TO OFFLOAD DREDGED
SHEET CS104 TO A DEPTH NOT TO EXCEED -7' MLLW FOR ACCESS
THE CONTRACTOR MAY DREDGE AN ACCESSWAY AS SHOWN ON
PROJECT DEPTH.
NO OVERDEPTH PAYMENT WILL BE MADE FOR DREDGING BELOW THE
CONTRACTOR SHALL NOT DREDGE INTO HARD BOTTOM.
THIS PROJECT CONSISTS OF MAINTENANCE DREDGING ONLY. THE
FOR ALL OTHER VEGETATION.
FLUSH WITH THE SURFACE OF THE EXISTING GROUND SURFACE
VEGETATION (TRUNK CALIPERS 3-INCHES AND LARGER)
FLUSH WITH THE EXISTING GROUND SURFACE FOR LARGER
A MINIMUM OF:
VEGETATION REMOVAL AREA AS SHOWN ON SHEET CS104 TO
CUT AND CLEAR ALL EXISTING VEGETATION WITHIN THE 4.
b.
a.
SEDIMENT SAMPLING LOCATIONS
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
STA. 3+50
STA. 3+00
STA. 2+50
STA. 2+00
STA. 1+50
STA. 1+00
STA. 0+50
STA. 0+00
FEDERAL PROJECT LIMITS FEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
D
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ANSI D 22 x 34 of Engineers
US Army Corps
C-301 6 8 u s e r$
LC
D E
P T
H F
T
DISTANCE (FT)
010 10 20
51020 20 40
HORIZONTAL SCALE: 1"=20'-0"
VERTICAL SCALE: 1"=10'-0"
NOTES:
F E
D E
R A
L C
H A
N N
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S S -S
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T
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DISTANCE (FT)
E
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H F
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LC
D E
P T
H F
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DISTANCE (FT) DISTANCE (FT)
D
E P
T H F
T
LC LC
D E
P T
H F
T
DISTANCE (FT) DISTANCE (FT)
D E
P T
H F
T
LC LC
D E
P T
H F
T
DISTANCE (FT) DISTANCE (FT)
D E
P T
H F
T
LC LC
K
IK
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H T D
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F T H
A R
B O
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M A
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IS
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A W
THE SURVEYED BOTTOM LINE.
HYDROGRAPHIC DATA BEYOND EXTENT OF
CROSS-SECTION. THERE IS NO AVAILABLE
THE SURVEYED BOTTOM LINE ON EACH
HYDROGRAPHIC SURVEY DATA IS SHOWN BY
THE HORIZONTAL EXTENT OF THE EXISTING
THE FIELD.
1V:10H, THOUGH CONDITIONS MAY VARY IN
HARBOR, THE SIDESLOPE HAS STABILIZED AT
PRIOR DREDGING PROJECTS AT KIKIAOLA
PROJECT DEPTH IS MAINTAINED. BASED ON
SIDESLOPE HAS STABILIZED AND THE
FEDERAL PROJECT LIMIT UNTIL THE
CONTRACTOR SHALL DREDGE AT THE
DREDGING LIMITS.
DREDGING SHALL NOT OCCUR BEYOND THE
DOWNSTATION, OR INTO THE HARBOR.
STATION ORIENTATION VIEW IS
DEPTHS IN FEET BELOW MLLW.
5.
4.
3.
2.
1.
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
CHANNEL DEPTH, TYP
SURVEYED BOTTOM, TYP
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
-20
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-20
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
STA. 7+50
STA. 7+00
STA. 6+50
STA. 6+00
STA. 5+50
STA. 5+00
STA. 4+50
STA. 4+00
-20-20
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITSFEDERAL PROJECT LIMITS
D
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DISTRICT NAME
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LC
D E
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DISTANCE (FT)
010 10 20
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HORIZONTAL SCALE: 1"=20'-0"
VERTICAL SCALE: 1"=10'-0"
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DISTANCE (FT) DISTANCE (FT)
D E
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D E
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H F
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DISTANCE (FT) DISTANCE (FT)
D E
P T
H F
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K
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NOTES:
THE SURVEYED BOTTOM LINE.
HYDROGRAPHIC DATA BEYOND EXTENT OF
CROSS-SECTION. THERE IS NO AVAILABLE
THE SURVEYED BOTTOM LINE ON EACH
HYDROGRAPHIC SURVEY DATA IS SHOWN BY
THE HORIZONTAL EXTENT OF THE EXISTING
THE FIELD.
1V:10H, THOUGH CONDITIONS MAY VARY IN
HARBOR, THE SIDESLOPE HAS STABILIZED AT
PRIOR DREDGING PROJECTS AT KIKIAOLA
PROJECT DEPTH IS MAINTAINED. BASED ON
SIDESLOPE HAS STABILIZED AND THE
FEDERAL PROJECT LIMIT UNTIL THE
CONTRACTOR SHALL DREDGE AT THE
DREDGING LIMITS.
DREDGING SHALL NOT OCCUR BEYOND THE
DOWNSTATION, OR INTO THE HARBOR.
STATION ORIENTATION VIEW IS
DEPTHS IN FEET BELOW MLLW.
5.
4.
3.
2.
1.
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
-5
-10
-15
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-5
-10
-15
STA. 9+50
STA. 9+00
STA. 8+50
STA. 8+00 STA. 10+00
-20 -20
-20 -20
-20 -20
-20 -20
-20 -20
-20 -20
STA. 10+45
FEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITS FEDERAL PROJECT LIMITS
FEDERAL PROJECT LIMITS FEDERAL PROJECT LIMITS
D
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US Army Corps
DISTRICT NAME
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LC
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DISTANCE (FT)
010 10 20
51020 20 40
HORIZONTAL SCALE: 1"=20'-0"
VERTICAL SCALE: 1"=10'-0"
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NOTES:
THE SURVEYED BOTTOM LINE.
HYDROGRAPHIC DATA BEYOND EXTENT OF
CROSS-SECTION. THERE IS NO AVAILABLE
THE SURVEYED BOTTOM LINE ON EACH
HYDROGRAPHIC SURVEY DATA IS SHOWN BY
THE HORIZONTAL EXTENT OF THE EXISTING
THE FIELD.
1V:10H, THOUGH CONDITIONS MAY VARY IN
HARBOR, THE SIDESLOPE HAS STABILIZED AT
PRIOR DREDGING PROJECTS AT KIKIAOLA
PROJECT DEPTH IS MAINTAINED. BASED ON
SIDESLOPE HAS STABILIZED AND THE
FEDERAL PROJECT LIMIT UNTIL THE
CONTRACTOR SHALL DREDGE AT THE
DREDGING LIMITS.
DREDGING SHALL NOT OCCUR BEYOND THE
DOWNSTATION, OR INTO THE HARBOR.
STATION ORIENTATION VIEW IS
DEPTHS IN FEET BELOW MLLW.
5.
4.
3.
2.
1.
LEGEND:
SURVEYED BOTTOM
PROJECT DEPTH
| 16KK01_GI001XXX |
| 16kk01_CS101XXX |
| 16kk01_CS102XXX |
| 16kk01_CS103XXX |
| 16kk01_CS104XXX |
| 16KK01_C-301 |
| 16KK01_C-302 |
| 16KK01_C-303 |
File details come from the government source that posted it. Updated .