Nawiliwili_Harbor_RTA_Plans_2018-08-03.pdf

PDF 5 MB Posted Aug 16, 2018

Attached to: Nawiliwili Harbor, Phase II Maintenance Dredging, Nawiliwili, Island of Kauai, Hawaii
Solicitation number: W9128A-18-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Honolulu

About this file

From the source

Plans

View the file

Other files

File	Type	Posted
Sign-In_Sheet-Bid_Opening.pdf	PDF	Sep 26, 2018
Bid_Abstract-18b4.pdf	PDF	Sep 26, 2018
sf30-18b4-am4.pdf	PDF	Sep 12, 2018
Nawiliwili_Harbor_RTA_Specs_2018-09-11.pdf	PDF	Sep 12, 2018
Nawiliwili_Am_0004_Plans.pdf	PDF	Sep 12, 2018
Nawiliwili_Harbor_RTA_Specs_2018-09-08.pdf	PDF	Sep 10, 2018
sf30-18b4-am3.pdf	PDF	Sep 10, 2018
sf30-18b4-am2.pdf	PDF	Sep 5, 2018
Map-Nawiliwili_Harbor_Master_Office.pdf	PDF	Aug 20, 2018
sf30-18b4-am1.pdf	PDF	Aug 20, 2018
18b4-IFB-Solicitation.pdf	PDF	Aug 16, 2018
Nawiliwili_Harbor_RTA_Specs_2018-08-08.pdf	PDF	Aug 16, 2018

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

A U

G U

S T

A U

G U

S T

NIIHAU

HAWAII

MAUI

MOLOKAI

LANAI

OAHU

KAUAI

KAHOOLAWE

PACIFIC OCEAN

GI001

LOCATION MAP

PROJECT SITE

SCALE ALL OTHER SHEET SIZES ACCORDINGLY

THE ACTUAL SIZE OF THIS PLAN SET IS 44x34.

INDEX OF DRAWINGS

DESCRIPTIONNO.

SHEET

IDEN.

SHEET

NO.

REVISION

1266.28

ABBREVIATIONS / SYMBOLS

L BM

L E S

H E

E T

TYPICAL

STATION

SHEET

NORTHING

MEAN LOWER LOW WATER

FEET

EXISTING

EASTING

BASELINE

TYP.

STA.

SHT.

MLLW

FT.

EXIST.

DREDGE ZONE

n w

G I0

X X

X .d g n

(PHASE II - MAINTENANCE DREDGING)

NAWILIWILI HARBOR

HANALEI

KAWAIHAU

LIHUE

KOLOA

WAIMEA

POIPU

KOLOA

HANAMAULU BAY

AHUKINI LANDING

LIHUE AIRPORT

KAPAIA

LIHUEPUHI

KALAHEO

LAWAI

ELEELE

HANAPEPE

WAIMEA

WAIMEA BAY

KEKAHA

MANA

BARKING

POLIHALE

NA PALI COAST

HAENA HANALEI

BAY

HANALEI KILAUEA

KALIHIWAI

BAY

KILAUEA BAY

MOLOA

ANAHOLA

KEALIA

KAPAA

WAILUA

SANDS

BAY

ISLAND OF KAUAI

HARBOR

NAWILIWILI

SITE

PROJECT

°2 ’1 .6

’2

°0 ’3 .3

263°36’3 9.89"

°4

’1 .3

°3 ’1 .9

°4 6’ .3 2"1

°2

’8 .7

CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROLS IN THE FIELD.7.

AZIMUTHS ARE MEASURED CLOCKWISE FROM SOUTH.6.

GEOGRAPHIC COORDINATES ARE REFERENCED TO NAD83 (1993) HARN.5.

ELEVATIONS SHOWN ARE NEGATIVE(-) UNLESS OTHERWISE NOTED AS POSITIVE(+).4.

(NWLON:1612340), 1983-2001 TIDAL EPOCH.

ELEVATION DATUM REFERENCED TO NAWILIWILI HARBOR TIDE GAUGE 3.

(MLLW) DATUM.

ELEVATIONS IN FEET AND TENTHS REFERENCED TO THE MEAN LOWER LOW WATER 2.

SYSTEM ZONE 4, NAD83 HARN (1993), FEET.

NORTHING AND EASTING COORDINATES ARE HAWAII STATE PLANE COORDINATE 1.

SURVEY CONTROL NOTES:

SURVEY CONTROL NETWORK

OCEAN DISPOSAL SITE

TRANSIT CORRIDOR

2000-FOOT-WIDE

RADIUS = 4,050 FEET

ENTRANCE CHANNEL BUFFER

SHORELINE

ACTION AREA

PROJECT LINE

FEDERAL

PROJECT LINE

FEDERAL

FINAL PLANS

NAWILIWILI HARBOR, ISLAND OF KAUAI, HAWAII

BOAT HARBOR

NAWILIWILI SMALL

DRAFT HARBOR

NAWILIWILI DEEP

20,676.97’

123°47’30"

303°47’30"

CONTRACTOR STAGING AREA

SILT CURTAIN

CROSS SECTIONS

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

SLOPE

ACTION AREA

DREDGE ZONE

SECOND OF ARC

MINUTE OF ARC, FEET

DEGREE OF ARC

UNLIGHTED BUOYS

LIGHTED BUOYS

LIGHTS

BENCH MARK

ZONES A & B STA. 20+50 TO 21+00

RADIUS = 3,000’

E 1,714,831.50 E

29,123.17 N

LONGITUDE 159°17’00"W

LATITUDE 21°55’00"N

CENTER POINT:

DISPOSAL SITE

NAWILIWILI OCEAN

1,713,037.07 E

31,527.34 N ï»¿LONGITUDE ï»¿159´°17 ï»¿LATITUDE ï»¿21´°55

1,711,922.81 E

29,857.68 N ï»¿LONGITUDE ï»¿159´°17 ï»¿LATITUDE ï»¿21´°54

RADIUS = 4,050’

1,692,035.38 E

44,379.04 N

LONGITUDE 159°20’52"

LATITUDE 21°57’20"

BUFFER CENTER POINT:

NAWILIWILI ENTRANCE CHANNEL

1,695,853.15 E

43,027.35 N ï»¿LONGITUDE ï»¿159´°20 ï»¿LATTITUDE ï»¿21´°57

1,694,740.80 E

41,365.22 N

LONGITUDE 159°20’23" W

LATITUDE 21°56’49" N

20,676.97’

(+)8.76’ MLLW

1,688,318.595 E

43,424.577 N

SURVEY DISK

BM K7

(+)7.91’ MLLW

1,688,812.616 E

43,973.225 N

SURVEY DISK

BM 161 1400 A

(+)5.11’ MLLW

1,690,071.027 E

44,114.132 N

TIDAL STATION DISK

BM 161 1400 TIDAL 5

(+)8.41’ MLLW

1,690,269.364 E

43,515.474 N

TIDAL STATION DISK

BM 161 1400 F

(+)3.41’ MLLW

1,688,575.329 E

42,363.168 N

SURVEY DISK

BM WALEA

CROSS SECTIONS (BASE BID & OPTION) ZONE B STA. 14+00 TO 15+50

CROSS SECTIONS (OPTION) ZONE B STA. 8+50 TO 13+50

DREDGING PLAN

OVERALL SITE PLAN

TITLE SHEET

CN302

CN301

CN102

CN101

CN100

GI001

DETAILS

CROSS SECTIONS (OPTION) ZONES D & E STA. 51+00 TO 51+17

CROSS SECTIONS (OPTION) ZONES D & E STA. 49+00 TO 50+50

CROSS SECTIONS (OPTION) ZONES D & E STA. 47+00 TO 48+50

CROSS SECTIONS (OPTION) ZONE D STA. 42+50 TO 46+50

CROSS SECTIONS (BASE BID & OPTION) ZONES A & D STA. 40+50 TO 42+00

CROSS SECTIONS (BASE BID & OPTION) ZONES A & D STA. 38+50A TO 40+00

CROSS SECTIONS (BASE BID) ZONE A STA. 37+50 TO 38+50

CROSS SECTIONS (BASE BID) ZONE A STA. 33+00 TO 37+00A

CROSS SECTIONS (BASE BID) ZONE A STA. 31+50 TO 32+50

CROSS SECTIONS (BASE BID) ZONE A STA. 30+50 TO 31+00A

CROSS SECTIONS (BASE BID) ZONE A STA. 28+50 TO 30+00

CROSS SECTIONS (BASE BID & OPTION) ZONES A & C STA. 26+00 TO 28+00

CROSS SECTIONS (BASE BID & OPTION) ZONES A & C STA. 23+50 TO 25+50

CROSS SECTIONS (BASE BID & OPTION) ZONES A & C STA. 21+50 TO 23+00

CU501

CN316

CN315

CN314

CN313

CN312

CN311

CN310

CN309

CN308

CN307

CN306

CN305

CN304

CN303

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

A U

G U

S T

A U

G U

S T

E 1688812.62

N 43973.22

E 1690287.41

N 44253.09

E 1690274.60

N 44073.55

E 1690133.93

N 44038.37

E 1690113.57

N 44110.55

E 1690046.20

N 44091.55

E 1690021.77

N 44178.17 ï»¿E 1692035.38 Lon=ï»¿159´°20’51 ï»¿N 44379.04 Lat=ï»¿21´°57’19+ ï»¿E 1692035.38 Lon=ï»¿159´°20’51 ï»¿N 44379.04 Lat=ï»¿21´°57’19

OFFICE

MASTER

HARBOR

SUGAR G

ANTRY

PIE

R 2

SHED

PIE

R 1

SHED

PIER 1

BOAT RAMP

ROLL-ON/ROLL-OFF

"GREEN 7"

"RED 2"

"RED 4"

"GREEN 5"

HARBOR BASIN

JETTY

PARKING LOT

MOLASSES YARD

"GREEN 1"

"RED 6"

FISHING BOAT MOORINGS

CHARTER & COMMERCIAL

CHANNEL

ENTRANCE

PIER 2

LIGHT

POINT

KUKII

LIGHT

FRONT

RANGE

LIGHT

REAR

RANGE

LIGHT

BREAKWATER

S H O R E

L I N E

S H O R E L I N E

"GREEN 9"

"G R

EEN

11"

S H O R E L I N E

K A

N O

A R

O A

AAPA

ROAD

ALU

WILCOX ROAD

E 1690287.41

N 44253.09

E 1690274.60

N 44073.55

E 1690133.93

N 44038.37

E 1690113.57

N 44110.55

E 1690046.20

N 44091.55

E 1690021.77

N 44178.17

CN100

OVERALL SITE PLAN

O V

E R

A L L S

E P

L A

N n w

C N

X X

X .d g n

EASTING NORTHING

FEDERAL PROJECT LINE COORDINATES

1,692,796.44

1,691,788.11

1,691,310.58

1,690,907.63

1,690,431.07

1,690,177.29

1,690,071.81

1,690,119.45

1,689,966.56

1,688,437.35

1,688,695.34

1,689,565.51

1,690,100.78

1,690,646.04

1,691,667.63

1,691,859.82

1,692,550.1917

43,452.16

43,790.75

43,749.35

42,480.61

42,219.47

42,219.20

42,877.64

43,792.49

44,223.30

43,679.34

43,665.92

43,291.86

43,291.99

43,883.85

44,233.02

44,411.25

44,411.58

18 1,693,113.86 44,256.88

EASTING NORTHING

1,692,255.56

1,691,396.72

1,690,464.95

1,689,819.69

43,059.72

42,794.33

42,794.65

43,951.84

44,136.85

43,854.23

HARBOR CENTERLINE & PROJECT BASELINE

1,692,831.82

1,689,468.96

25 44,008.001,689,201.54

1266.28

263°36’3 9.89"

°2

’1 .6

°0 ’3 .3

°3

’1 .9

°4 6’ .3 2"

°2

’8 .7

°4

’1 .3

12 13

-35 FT. PROJECT DEPTH

-3 F

T . P

R O J E

C T D

E P

T H

89°58’18.31" 645.26’

127°06’51.42" 439.82’

50+ 00 0

20+00

25+00

30+00

45+

-40 FT. PROJECT DEPTH

E A S E

M E N T

100’ C O

N S

U C

TIO

DREDGE ZONE B

DREDGE ZONE A

DREDGE ZONE E

SHEET CN102

PROJECT LINE

FEDERAL

ZONE C

DREDGE

M A

T C

H L

DATUM. SEE SURVEY CONTROL NOTES, SHEET GI001.

SOUNDINGS ARE DEPTHS IN FEET AND TENTHS BELOW THE MLLW2.

ARE APPROXIMATE.

ARMY ENGINEER DISTRICT, PORTLAND. BASEMAP FEATURES

HYDROGRAPHIC SURVEY COMPLETED MARCH 23, 2016 BY U.S.1.

HYDROGRAPHIC SURVEY NOTES:

LOCATION AT 40 FEET DEEP.

THE CHANNEL OUT TO THE DAYLIGHT

WITH NO DATE GIVEN, TAKING THE MOUTH OF

HARBOR- PROJECT LINES" A/E SHEET 782550

NAWILIWI HARBOR- NAWILIWILI SMALL BOAT

DRAWING TITLED "PORT ALLEN HARBOR-

VERIFIED WITH ADDITIONAL DATA FOUND ON

PLAN" PLATE 1, DATED MARCH 1956 AND

FROM DRAWING TITLED "DESIGN MEMORANDUM

THE DATA FOR POINTS 1, 17 & 18 WAS DIGITIZED

NOTE:*

SHEET CN101

A R E

T R

A N S

DREDGE ZONE D

SCALE: 1" = 200’

BUOY 9

BUOY 11

21°56’58.296" -159°21’13.680"

21°57’00.000" -159°21’20.340"

LATITUDE LONGITUDEAID NAME

NAWILIWILI HARBOR NAVIGATION AIDS

21°57’23.800" -159°20’52.700"KUKII POINT LIGHT

21°57’22.967" -159°21’08.769"RANGE FRONT LIGHT

21°57’24.762" -159°21’14.222"

21°57’11.682" -159°20’54.936"

RANGE REAR LIGHT

BREAKWATER LIGHT

21°57’13.658" -159°20’53.798"

21°57’21.675" -159°20’57.748"

ENTRANCE BUOY 1

21°57’16.000" -159°21’02.900"

21°57’06.558" -159°21’01.612"

21°57’09.647" -159°21’07.745"

21°57’00.644" -159°21’07.269"

BUOY 2

BUOY 4

BUOY 5

LIGHTED BUOY 6

LIGHTED BUOY 7

400’0 200’

116°07’31.58" 807.75’

69° 31’

55.

38"

.17

°5

’2 .9

°1

’0

" 9

SKIFF DOCKING AREA

GATE

DREDGE ZONE

SCALE: 1" = 100’

SEE INSET BELOW

AREA (COSA)

CONTRACTOR STAGING

ACCESS

ROAD

A C

C E S S R

O A

GATE

K A

N O

A R

O A

(+)5.11’ MLLW

1,690,071.027 E

44,114.132 N

BM 161 1400 TIDAL 5

47°45’04", 33.58’

TO SHORELINE

CORNER CLOSEST

TO COSA BOTTOM LEFT

TIE: BM 161 1400 TIDAL 5

SUGAR G

ANTRY

PIE

R 2

SHED

PIER 1

PIE

R 1

SHED

BOAT RAMP

ROLL-OFF

ROLL-ON/

200’0 100’

& PROJECT BASELINE

HARBOR CENTERLINE

DREDGE LIMITS

DREDGE ZONE E

DREDGE ZONE D

DREDGE ZONE C

DREDGE ZONE BOPTION:

DREDGE ZONE ABASE BID:

MOVE ANY BUOY.

MADE TO THE USCG. ONCE APPROVED, THE USCG WILL MOVE THE BUOYS. DO NOT

TEMPORARY BUOY RELOCATIONS ARE REQUIRED, A REQUEST IN WRITING SHALL BE

BUOY PLACEMENT IS REGULATED BY THE UNITED STATES COAST GUARD (USCG). IF 14.

WHEN THE LARGER PASSENGER SHIPS ENTER AND EXIT THE HARBOR.

ANCHORING OUTSIDE THE FEDERAL ZONE WHEN DREDGING MAY BE NECESSARY 13.

OTHER EMERGENCY SITUATIONS.

LEAST ONE OPERATOR SHALL REMAIN ON BOARD IN CASE OF BREAK-AWAYS OR

IF ANCHORING DREDGE AND SUPPORT VESSELS AT DREDGE SITES OVERNIGHT, AT 12.

!HTTP://HAWAII.PORTCALL.COM/#ALL SHIPS, ALL HARBORS: b.

2017-REVISED-NAWILIWILI-PASSENGER-SHIP-SCHEDULE-5-24-17.PDF

HTTPS://HIDOT.HAWAII.GOV/HARBORS/FILES/2013/01/PASSENGER: a.

STATE�S WEBSITE:

THE PASSENGER, FREIGHT, AND FUEL SHIPPING SCHEDULES ARE POSTED ON THE 11.

JULY AND AUGUST.

REPRODUCTION TIMEFRAMES (FIVE DAYS BEFORE AND AFTER THE FULL MOON IN

REMOVE SEDIMENT CONTAINMENT BMPs OVERNIGHT DURING SPECIFIC CORAL

21. RESTRICT TURBIDITY-GENERATING NIGHTTIME CONSTRUCTION ACTIVITIES AND

SHEET CN101-CN102.

SOUNDINGS IN FEET BELOW MLLW. HYDROGRAPHIC SURVEY INFORMATION ON 20.

SEE SURVEY CONTROL NOTES SHEET GI001 FOR COORDINATE SYSTEM INFORMATION.19.

AERIAL PHOTOGRAPH ARE APPROXIMATE.

AERIAL PHOTOGRAPH POSITIONS AND SHORELINE FEATURES MAPPED FROM THE 18.

WORK.

CONTRACTING OFFICER’S REPRESENTATIVE OF SAME PRIOR TO COMMENCEMENT OF

CONTRACTOR SHALL LOCATE ALL UTILITIES AND INFORM GOVERNMENT 17.

TO THE LAUNCH RAMPS SHALL NOT BE BLOCKED.

ALL TIMES TO PERMIT ENTRY AND EXIT FROM THE HARBOR BY BOATERS, AND ACCESS

A MINIMUM OF ONE HALF THE ENTRANCE CHANNEL WIDTH SHALL BE MAINTAINED AT 16.

AREAS AND WORK TASKS.

SEE DREDGING PLAN SHEETS CN101 AND CN102 FOR DESCRIPTIONS OF PROJECT 15.

1,690,287.41 E

44,253.09 N

1,690,274.60 E

44,073.55 N

1,690,133.93 E

44,038.37 N

1,690,113.57 E

44,110.55 N

1,690,046.20 E

4,4091.55 N

1,690,021.77 E

44,178.17 N

INSET

STAGING AREA (COSA)

CONTRACTOR

AND REGULATIONS.

THAT ARE DREDGED IN ACCORDANCE WITH THE APPLICABLE GOVERNMENT RULES

NEAR THE SITE OF WORK. PROPERLY DISPOSE OF ALL OTHER MAN-MADE DEBRIS

GOVERNMENT AND SHALL BE DEPOSITED ON SHORE AT A CONVENIENT LOCATION

TO SURFACE DURING DREDGING OPERATIONS SHALL BECOME THE PROPERTY OF THE

ANCHORS, CHAINS, FIREARMS, AND OTHER ARTICLES OF VALUE WHICH ARE BROUGHT 10.

POTTIES.

RESPONSIBLE FOR PROVIDING HIS OWN RESTROOM FACILITIES SUCH AS PORTA

THERE ARE NO RESTROOMS AVAILABLE FOR THIS PROJECT. THE CONTRACTOR IS 9.

HARBOR CHARGES APPLY. COORDINATE WITH DOW AND THE DISTRICT MANAGER.

WATER IS AVAILABLE FOR PURCHASE. DEPARTMENT OF WATER SUPPLY (DOW) AND 8.

THERE IS NO ELECTRICITY SERVICE TO THE COSA SITE.7.

VESSEL FUEL IS AVAILABLE FOR PURCHASE.6.

CONTRACTOR.

THAT IS SPECIFICALLY USED FOR THIS PROJECT IS AT THE DISCRETION OF THE

USE OF OTHER EQUIPMENT, STORAGE CONTAINERS, FIELD OFFICE, DUMPSTERS, ETC. 5.

PASSES.

COORDINATE WITH THE DISTRICT MANAGER FOR PERSONNEL AND VEHICLE ACCESS

FOR PERSONNEL. THERE IS A FIVE PASSENGER CAR LIMIT IF USING THIS COSA AREA.

THIS AREA HAS ALSO BEEN DESIGNATED AS POSSIBLE AUTOMOBILE PARKING SITE

THE COSA AREA SHOWN IS LOCATED WITHIN THE SECURED AREA OF THE HARBOR. 4.

ACCESS AIDS MAY BE REQUIRED.

DOCKING FOR PERSONNEL ACCESS TO DREDGE OPERATIONS. LADDERS OR OTHER

THE AREA EAST OF PIER 1 HAS BEEN DESIGNATED AS A POSSIBLE SITE FOR SKIFF 3.

INFORMATION IN THE REQUEST.

DISTRICT MANAGER, THE WAIVING OF THE DOCKING FEES. INCLUDE THE PROJECT

DOCKING FEES WILL BE WAIVED. CONTRACTOR TO REQUEST IN WRITING TO THE

OTHER PIERS MAY BE USED IF COORDINATED WITH THE DISTRICT MANAGER.

PIER 1 HAS BEEN DESIGNATED AS THE DOCKING AREA FOR THIS PROJECT. HOWEVER, 2.

HARBORS DIVISION, KAUAI DISTRICT MANAGER AT 808 241-3755.

COORDINATE WORK SCHEDULE WITH THE DEPARTMENT OF TRANSPORTATION - 1.

HARBOR COORDINATION NOTES:

31+00A

(+)7.91’ MLLW

1,688,812.616 E

43,973.225 N

SURVEY DISK

BM 161 1400 A

(+)8.76’ MLLW

1,688,318.595 E

43,424.577 N

SURVEY DISK

BM K7

(+)3.41’ MLLW

1,688,575.329 E

42,363.168 N

SURVEY DISK

BM WALEA

(+)5.11’ MLLW

1,690,071.027 E

44,114.132 N

TIDAL STATION DISK

BM 161 1400 TIDAL 5

(+)8.41’ MLLW

1,690,269.364 E

43,515.474 N

TIDAL STATION DISK

BM 161 1400 F

43+

42+

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

A U

G U

S T

A U

G U

S T

E 1688812.62

N 43973.22

E 1690287.41

N 44253.09

E 1690274.60

N 44073.55

E 1690133.93

N 44038.37

E 1690113.57

N 44110.55

E 1690046.20

N 44091.55

E 1690021.77

N 44178.17

-49.96

-48.43

-48.03

-47.98

-47.00

-46.90

-46.84

-46.83

-46.74

-46.59

-46.58

-46.29

-45.76

-45.72

-45.58

-45.24

-45.20

-45.15

-45.08

-45.06

-45.03

-44.98

-44.88

-44.81

-44.77

-44.74

-44.64

-44.59

-44.55

-44.54

-44.48

-44.47 -44.46

-44.46

-44.43

-44.41

-44.28

-44.27

-44.25

-44.09

-44.04

-43.97

-43.95

-43.91

-43.89

-43.78

-43.73

-43.71

-43.70

-43.68

-43.58

-43.57

-43.54

-43.50

-43.44

-43.43

-43.38

-43.37

-43.35

-43.34

-43.32

-43.30

-43.24

-43.14

-43.09

-43.04

-43.00

-42.97

-42.96

-42.92

-42.91

-42.85

-42.83

-42.81

-42.76

-42.72

-42.69

-42.67

-42.62

-42.55

-42.54

-42.53

-42.50

-42.49

-42.47

-42.42

-42.40

-42.38

-42.32

-42.24

-42.21

-42.19

-42.13

-42.11

-41.99

-41.98

-41.96

-41.86

-41.85

-41.84

-41.82

-41.71

-41.70

-41.64

-41.55

-41.48

-41.45

-41.39

-41.38

-41.36

-41.32

-41.29

-41.27

-41.25

-41.22

-41.21

-41.20

-41.17

-41.13

-41.06

-41.02

-41.01

-41.00

-40.99

-40.96

-40.94

-40.92

-40.90

-40.88

-40.86

-40.83

-40.81

-40.80

-40.79

-40.77

-40.76

-40.75

-40.74

-40.73

-40.72

-40.70

-40.68

-40.65

-40.64

-40.62

-40.61

-40.60

-40.59

-40.54

-40.53

-40.52

-40.51

-40.49

-40.48

-40.47

-40.46

-40.42

-40.41

-40.40

-40.37

-40.36

-40.35

-40.34

-40.30

-40.27

-40.25

-40.24

-40.20

-40.19

-40.18

-40.16

-40.14

-40.12

-40.06

-40.05

-40.04

-40.03

-40.01

-40.00

-39.96

-39.95

-39.94

-39.93

-39.92

-39.90

-39.89

-39.87

-39.86

-39.85

-39.84

-39.82

-39.80

-39.79

-39.77

-39.74

-39.73

-39.71

-39.70

-39.69

-39.67

-39.64

-39.63 -39.63-39.60

-39.57

-39.56

-39.55

-39.53

-39.52

-39.50

-39.49

-39.47

-39.44

-39.42

-39.41

-39.40

-39.38

-39.35

-39.33

-39.32

-39.29

-39.27

-39.25

-39.23

-39.22

-39.20

-39.19

-39.18 -39.17

-39.15

-39.14

-39.13

-39.12

-39.10

-39.09

-39.07

-39.04

-39.03

-39.02

-38.99

-38.98

-38.96

-38.94

-38.92

-38.91

-38.90

-38.89 -38.88

-38.88

-38.86

-38.84

-38.83

-38.81

-38.79

-38.76

-38.74

-38.73

-38.71

-38.70

-38.69

-38.68

-38.67

-38.65

-38.64

-38.63

-38.61

-38.58

-38.57

-38.56

-38.55

-38.53

-38.52

-38.51

-38.49

-38.46

-38.44

-38.40

-38.39

-38.38

-38.34

-38.33

-38.31

-38.30

-38.25

-38.24

-38.19

-38.17

-38.12

-38.11

-38.09

-38.07

-38.06

-38.05

-38.04

-38.03

-38.01

-38.00

-37.98

-37.96

-37.91

-37.83

-37.82

-37.81

-37.80

-37.79

-37.77

-37.75

-37.74

-37.72

-37.71

-37.70

-37.68

-37.64

-37.63

-37.62

-37.61

-37.60

-37.56

-37.55

-37.54

-37.53

-37.51

-37.49

-37.48

-37.43

-37.41

-37.40

-37.39

-37.38

-37.35

-37.34

-37.33

-37.30

-37.29

-37.27

-37.25

-37.24

-37.18

-37.12

-37.10

-37.08

-37.07

-37.06

-37.03

-37.01

-36.97

-36.95

-36.94 -36.92

-36.89-36.88

-36.88

-36.87

-36.84

-36.81

-36.76

-36.75

-36.73

-36.72

-36.71

-36.70

-36.63

-36.62

-36.61

-36.55

-36.54

-36.53

-36.49

-36.47

-36.46

-36.35

-36.18

-36.14

-36.13

-36.10

-36.04

-36.01

-35.99

-35.98 -35.97

-35.90

-35.81

-35.80

-35.76

-35.73

-35.72

-35.61

-35.57

-35.52

-35.51

-35.49

-35.44

-35.42

-35.41

-35.40

-35.35

-35.31

-35.28

-35.26

-35.25

-35.23

-35.13

-35.09

-35.05

-35.04

-34.98

-34.96

-34.89

-34.88

-34.87

-34.81

-34.73

-34.68

-34.57

-34.46-34.42

-34.41

-34.34

-34.20

-34.19

-34.16

-34.09

-34.05

-33.97

-33.87

-33.84

-33.83

-33.76

-33.71

-33.70

-33.65

-33.60

-33.58

-33.57

-33.47

-33.43

-33.42

-33.41

-33.37

-33.32 -33.26

-33.24

-33.15

-33.08

-33.06

-33.03

-33.00

-32.94

-32.84

-32.82

-32.76

-32.73

-32.66

-32.61

-32.59

-32.57

-32.56 -32.50

-32.45

-32.40

-32.39

-32.37

-32.21

-32.13

-32.09

-32.02

-31.98

-31.81

-31.77 -31.71

-31.57

-31.50

-31.44

-31.39

-31.38

-31.37

-31.34

-31.29

-31.18

-31.12

-31.07

-31.00 -30.99

-30.99

-30.97

-30.92

-30.84

-30.66

-30.61

-30.60

-30.50

-30.46

-30.32

-30.29

-30.16

-29.97

-29.93

-29.91 -29.83

-29.81

-29.80

-29.73

-29.69

-29.68

-29.57

-29.20

-29.10

-29.00

-28.88

-28.77

-28.73

-28.65

-28.63

-28.53

-28.48

-28.46

-28.26

-28.24

-28.23

-28.21

-28.18

-28.17

-28.06

-28.03

-27.62

-27.45

-27.42

-27.27

-27.20

-27.10

-26.97

-26.67

-26.63

-26.59

-26.40

-26.30

-26.26

-25.86

-25.76

-25.62

-25.50

-25.40

-25.32

-25.30

-25.18

-25.15

-25.03

-24.96

-24.77

-24.73

-24.65

-24.28 -23.97

-23.77

-23.55

-23.49

-23.46

-23.30-23.27

-22.92

-22.89

-22.82

-22.78

-22.28

-22.26

-22.17

-21.98

-21.82

-21.65

-21.55

-21.46

-21.41

-21.19

-20.98

-20.97

-20.87

-20.62

-20.48

-20.41

-20.26

-20.14

-20.13

-19.96

-19.83

-19.71 -19.66

-19.53

-19.31

-19.26

-19.17

-19.00

-18.88

-18.67

-18.63

-18.32

-18.30

-18.26

-18.22

-18.07

-18.03

-18.00

-17.86

-17.67

-17.58

-17.52

-17.31

-17.30

-17.26

-17.24

-17.21

-17.13

-17.06

-17.04

-16.94

-16.91

-16.79

-16.78

-16.69

-16.42

-16.30

-16.27

-16.26

-16.26-16.23

-16.20 -16.11

-16.05

-15.84

-15.63

-15.62

-15.44

-15.32

-15.23 -15.16

-15.10

-15.05

-14.99

-14.99 -14.87

-14.63

-14.60

-14.51

-14.47

-14.45

-14.42

-14.39

-14.28

-14.25

-14.20

-14.18

-14.16

-14.04

-13.97

-13.88

-13.83

-13.67

-13.65

-13.64

-13.59

-13.50

-13.49

-13.41

-13.40

-13.33

-13.31

-13.30

-13.29

-13.28

-13.26

-13.25

-13.24

-13.23

-13.20

-13.08

-13.07

-13.06

-13.01

-12.96

-12.91

-12.88

-12.85 -12.80

-12.71

-12.69

-12.62

-12.60 -12.59

-12.36

-12.25

-12.24

-12.22

-12.13

-12.10

-12.08

-12.06

-11.98

-11.87 -11.83

-11.77

-11.72

-11.66

-11.37

-11.31

-11.25

-11.11

-11.04

-10.79

-10.75

-10.72

-10.71

-10.60

-10.49

-10.17

-10.02

-9.89

-9.83

-9.74

-9.63

-9.57

-9.54

-9.48

-9.37

-9.35

-9.26

-9.15

-8.89

-8.72

-8.69

-8.26

-8.21

-8.15

-8.02

-7.93

-7.84

-7.66

-7.62

-7.45

-7.41

-7.34

-6.95

-6.57-5.78

-5.69

-4.72

-3.73

-2.95

-2.92

CN101

PROJECT LINE

FEDERAL

SCALE: 1" = 100’

T Y P

.EASEMENT, TYP.

CONSTRUCTION

PROJECT BASELINE

HARBOR CENTERLINE &

n w

C N

X X

X .d g n

D R

E D

G P

L A

DREDGING PLAN

MOLASSES YARD

PIE

R 1

SHED

PIER 2

SUGAR G

ANTRY

PIE

R 2

SHED

PIER 1

BOAT RAMP

ROLL-ON/ROLL-OFF

JETTY

M A

T C

H L

42+

43+

44+

45+

46+

47+

48+

49+

50+

51+

200’0 100’

°15 ’59"

°15 ’03"

°1 ’0

°1

’5

°1 ’5

°1

’5

°15’59

°1 ’4

127°6’10"

112°6’51"

°6 ’5

89°58’18"

.00’

300.23’

265.00’

673.80’

(OPTION)

DREDGE ZONE E

(OPTION)

DREDGE ZONE D

SEE SHT. CN100

(COSA)

STAGING AREA

CONTRACTOR

(BASE BID)

DREDGE ZONE A

DREDGE ZONE A LIMITS

DREDGE ZONE E LIMITS

DREDGE ZONE D LIMITS

S T

S E

E S

H T

C N

269°58’17"

374.91’

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

A U

G U

S T

A U

G U

S T ï»¿E 1692035.38 Lon=ï»¿159´°20’51 ï»¿N 44379.04 Lat=ï»¿21´°57’19+ ï»¿E 1692035.38 Lon=ï»¿159´°20’51 ï»¿N 44379.04 Lat=ï»¿21´°57’19

-51.86

-51.80

-51.61

-51.45

-51.43

-51.40

-51.36 -51.29

-51.25

-51.22

-51.21

-50.93

-50.91

-50.88

-50.84

-50.79

-50.77

-50.65

-50.62

-50.59

-50.58

-50.49

-50.41

-50.38

-50.35

-50.32

-50.29

-50.25

-50.23

-50.18

-50.17

-50.15

-50.09

-50.01

-49.98

-49.97

-49.95

-49.92

-49.89

-49.88

-49.84

-49.83

-49.82

-49.80

-49.75

-49.74

-49.72

-49.67

-49.61

-49.60

-49.59

-49.55

-49.53

-49.44

-49.41

-49.40

-49.35

-49.33

-49.30

-49.28

-49.27

-49.26

-49.25

-49.24

-49.23

-49.18

-49.14

-49.07

-49.06

-49.05

-49.02

-49.01

-49.00

-48.97

-48.95

-48.93

-48.92

-48.85

-48.82

-48.80

-48.79

-48.78

-48.72

-48.71

-48.68

-48.65

-48.62

-48.58

-48.55

-48.53

-48.52

-48.49

-48.45

-48.44

-48.43

-48.42

-48.40

-48.39

-48.38

-48.37 -48.35

-48.34

-48.33

-48.32

-48.31

-48.30

-48.28

-48.21

-48.18

-48.17

-48.12

-48.11

-48.08

-48.06

-48.03

-47.98

-47.97

-47.96

-47.95

-47.86

-47.82

-47.81

-47.79

-47.72

-47.71

-47.67

-47.65

-47.61

-47.60

-47.59

-47.57

-47.55

-47.50

-47.49

-47.47

-47.46

-47.41

-47.40

-47.39

-47.38

-47.34

-47.32

-47.30

-47.28

-47.24

-47.23

-47.22

-47.20

-47.19

-47.18

-47.11

-47.09

-47.07

-47.06

-47.03

-47.00

-46.95

-46.94 -46.92

-46.91

-46.90

-46.86

-46.84

-46.83

-46.82

-46.78

-46.76

-46.75

-46.74

-46.70

-46.68

-46.67

-46.65

-46.61

-46.58

-46.57

-46.56

-46.54

-46.53

-46.49

-46.45

-46.43

-46.41

-46.38

-46.36

-46.35

-46.33

-46.29

-46.26

-46.25

-46.24

-46.22

-46.21

-46.17

-46.16

-46.10

-46.08

-46.07

-46.05

-46.03

-46.01

-45.97

-45.96

-45.95

-45.93

-45.92

-45.91

-45.90

-45.89

-45.88

-45.86

-45.80

-45.77

-45.76

-45.74

-45.73

-45.72

-45.69

-45.68

-45.67

-45.66

-45.64

-45.63

-45.62

-45.61

-45.60

-45.59

-45.54

-45.52

-45.51

-45.49

-45.47

-45.46

-45.45

-45.43

-45.40

-45.39

-45.37

-45.36

-45.35

-45.34

-45.33

-45.28

-45.27

-45.26

-45.25

-45.24

-45.23

-45.22

-45.19

-45.18

-45.15

-45.14

-45.13

-45.12

-45.10

-45.09

-45.08

-45.05

-45.04

-45.02

-44.99

-44.98

-44.96

-44.95

-44.93

-44.92

-44.90

-44.88

-44.86

-44.85

-44.84

-44.82

-44.80

-44.79

-44.78

-44.77

-44.76

-44.75

-44.73

-44.72

-44.70

-44.69

-44.67

-44.66

-44.65 -44.63

-44.62

-44.61

-44.58

-44.57

-44.56

-44.55

-44.54

-44.53

-44.52

-44.51

-44.50

-44.49

-44.48

-44.47

-44.46-44.46

-44.45

-44.44

-44.43

-44.42

-44.41

-44.40

-44.39

-44.38

-44.37

-44.36

-44.35

-44.34

-44.33

-44.31

-44.30

-44.29

-44.28

-44.27

-44.26

-44.25 -44.24

-44.24

-44.23

-44.22

-44.21

-44.20

-44.19

-44.18

-44.17

-44.16

-44.15

-44.14

-44.13

-44.12

-44.11

-44.10

-44.09

-44.08

-44.07

-44.06

-44.05

-44.04

-44.01

-43.99

-43.98

-43.97 -43.97

-43.96

-43.95

-43.94

-43.93

-43.92

-43.91

-43.90 -43.89

-43.89

-43.88

-43.87

-43.86

-43.85-43.84

-43.83

-43.82

-43.81

-43.80

-43.79

-43.77 -43.77

-43.76

-43.75

-43.74

-43.73

-43.72

-43.71

-43.70

-43.69

-43.67

-43.66

-43.65

-43.65 -43.65

-43.64

-43.63

-43.62

-43.61

-43.60

-43.58

-43.57

-43.56

-43.55

-43.54

-43.53

-43.52

-43.51

-43.50

-43.49

-43.48

-43.47

-43.46

-43.45

-43.44

-43.43

-43.42

-43.41

-43.40

-43.39

-43.38

-43.37

-43.36

-43.35

-43.34

-43.33

-43.32

-43.31

-43.30

-43.29

-43.28

-43.27

-43.26

-43.25

-43.24

-43.24 -43.23

-43.23

-43.22

-43.20

-43.19

-43.18

-43.17

-43.16

-43.15

-43.14

-43.13

-43.12

-43.11

-43.10

-43.08 -43.08

-43.08

-43.07

-43.06

-43.05

-43.04

-43.03

-43.02

-43.00

-42.99

-42.98

-42.97

-42.96

-42.95

-42.94

-42.93

-42.92

-42.91 -42.91

-42.91

-42.90

-42.89

-42.85

-42.84

-42.83

-42.82

-42.81

-42.80

-42.79

-42.78

-42.77

-42.76

-42.74

-42.73

-42.72

-42.71

-42.70

-42.69

-42.68

-42.67

-42.66

-42.65

-42.64

-42.63

-42.62

-42.60

-42.59

-42.58

-42.57

-42.56

-42.55

-42.54

-42.53

-42.52

-42.50

-42.49

-42.48

-42.46

-42.45 -42.44

-42.44

-42.43

-42.42

-42.41

-42.39

-42.38

-42.37

-42.36

-42.35

-42.34

-42.33

-42.32

-42.32 -42.31

-42.31

-42.30

-42.29

-42.28

-42.27

-42.26

-42.25

-42.24

-42.23

-42.22

-42.20

-42.19

-42.18

-42.17

-42.15

-42.14

-42.13

-42.11

-42.10

-42.09

-42.06

-42.05

-42.04

-42.03

-42.02

-42.01

-42.00

-41.99

-41.98

-41.97

-41.96 -41.93

-41.93

-41.92

-41.91

-41.90

-41.89

-41.88

-41.86

-41.85

-41.84

-41.82

-41.81

-41.80

-41.79

-41.78

-41.77

-41.76

-41.75

-41.74

-41.74 -41.72

-41.71

-41.70

-41.69

-41.66

-41.64

-41.62

-41.61

-41.60

-41.58

-41.57

-41.56

-41.55

-41.54

-41.53

-41.52

-41.50

-41.49

-41.48

-41.48 -41.47

-41.47

-41.45

-41.45 -41.43

-41.43

-41.41

-41.39

-41.38

-41.36

-41.36-41.34

-41.33

-41.32

-41.31

-41.29

-41.28

-41.26

-41.25

-41.24

-41.23

-41.22

-41.21

-41.20

-41.19

-41.16

-41.15

-41.14

-41.13

-41.11

-41.10

-41.09

-41.08

-41.05 -41.05

-41.05

-41.04

-41.03

-41.02

-41.01

-41.00

-40.98

-40.97

-40.96

-40.95

-40.94

-40.93

-40.92

-40.87

-40.85

-40.83

-40.82

-40.81

-40.80

-40.77

-40.75

-40.73

-40.72

-40.69

-40.68

-40.66

-40.65

-40.64

-40.63

-40.61

-40.57

-40.56

-40.54

-40.52

-40.50

-40.49

-40.46

-40.45

-40.44

-40.42

-40.40

-40.37

-40.36

-40.35

-40.34

-40.33

-40.31

-40.30

-40.29

-40.28

-40.26

-40.25

-40.23

-40.22

-40.17

-40.16

-40.15

-40.14

-40.12

-40.10

-40.09

-40.08

-40.06

-40.05

-40.03

-40.01

-39.98

-39.97

-39.93

-39.92

-39.91

-39.90

-39.88

-39.84

-39.82 -39.81

-39.78

-39.76

-39.74

-39.73

-39.72

-39.69

-39.67

-39.63

-39.62

-39.60

-39.59

-39.54

-39.50

-39.49

-39.47

-39.45

-39.44

-39.38

-39.35

-39.33

-39.32

-39.31

-39.21

-39.18

-39.17

-39.15

-39.13

-39.11

-39.10

-39.07

-39.06

-39.00

-38.98

-38.96

-38.93

-38.91

-38.81

-38.74

-38.73

-38.70

-38.68

-38.63

-38.62

-38.55

-38.49

-38.45

-38.44

-38.42

-38.38

-38.37

-38.32

-38.27

-38.20

-38.07

-38.05

-37.98

-37.97

-37.95

-37.94

-37.82 -37.82

-37.79

-37.69

-37.62

-37.59

-37.58

-37.57

-37.56

-37.52

-37.51

-37.48

-37.46

-37.44

-37.39

-37.32

-37.21

-37.20

-37.09

-37.08

-37.02

-36.97

-36.96

-36.79

-36.77 -36.69

-36.69

-36.64

-36.52

-36.51

-36.49

-36.44

-36.40

-36.34

-36.33

-36.31

-36.24

-36.23

-36.21

-36.10

-35.97

-35.95

-35.91

-35.83

-35.76

-35.71

-35.70

-35.66

-35.63

-35.52

-35.47

-35.35

-35.31

-35.29

-35.20

-35.19

-35.12

-35.04

-35.01

-35.00

-34.65

-34.60

-34.52

-34.39

-34.36

-34.31

-34.28

-34.22

-34.21

-34.19

-34.10

-34.01

-33.95

-33.92

-33.79

-33.72 -33.64

-33.62

-33.61

-33.59

-33.53

-33.51

-33.50

-33.49 -33.47

-33.42

-33.32

-33.31

-33.25

-33.23

-33.22

-33.17

-33.13

-32.98

-32.85

-32.83

-32.76

-32.71

-32.68

-32.55

-32.53

-32.48

-32.41

-32.34

-32.24

-32.22

-32.19

-32.17 -32.15

-32.14

-32.11

-32.09

-32.06

-32.05

-31.99

-31.95

-31.90

-31.84

-31.81

-31.69

-31.67

-31.66

-31.61

-31.60

-31.58

-31.54

-31.50

-31.40

-31.39

-31.33

-31.30

-31.29

-31.23

-31.20

-31.18

-31.16-31.15

-31.13

-31.09

-31.07

-31.04

-30.89

-30.77

-30.74

-30.66

-30.57

-30.50

-30.38

-30.27

-30.25

-29.81

-29.48

-29.44

-29.39

-29.30

-29.27

-29.20

-29.11

-29.03

-28.66

-28.55

-28.54

-28.53

-28.50

-28.44

-28.32

-28.00

-27.96

-27.83

-27.81

-27.72

-27.68

-27.66

-27.58

-27.56

-27.36

-27.35

-27.21

-27.20

-27.12

-27.05

-27.02

-26.97

-26.86

-26.82

-26.67

-26.65

-26.63

-26.39

-26.32

-26.31

-26.07

-26.03

-26.02

-25.94

-25.91

-25.83

-25.77

-25.75

-25.70

-25.41

-25.00

-24.86

-24.73

-24.69

-24.68

-24.42

-24.34

-24.30

-24.25

-24.14

-23.91

-23.63

-23.53

-23.25

-22.91 -22.78

-22.53

-22.40

-21.96

-21.89

-21.81

-21.76

-21.70

-21.59

-21.53

-21.46

-21.35

-21.33

-20.94

-20.56

-20.55

-20.50

-20.36

-20.25

-20.13

-19.84

-19.80

-19.77

-19.66

-19.65

-19.60

-19.53

-19.40

-19.37

-19.31

-19.29

-19.22

-19.11

-18.80

-18.73

-18.70-18.68

-18.67

-18.49

-18.47

-18.26

-18.23

-18.15

-17.77

-17.73

-17.62

-17.47

-17.43

-17.39

-17.10

-16.98

-16.92

-16.91

-16.83

-16.62

-16.58

-16.36

-16.29

-16.20

-16.15

-16.12

-15.71

-15.68

-15.51

-15.37

-15.26

-15.23

-15.16

-15.10

-14.98

-14.97

-14.95

-14.74

-14.67

-14.65

-14.63

-14.25

-14.24

-14.07

-14.04

-13.89

-13.86

-13.77

-13.58 -13.50

-13.48

-13.30

-13.29

-13.25

-13.17

-13.07

-13.03

-13.01

-12.89

-12.85

-12.84

-12.81

-12.72

-12.70

-12.69

-12.66

-12.63

-12.47

-12.45

-12.40

-12.32

-12.25

-12.14

-12.13

-12.11

-12.09

-12.05

-11.99

-11.98

-11.84

-11.78

-11.73

-11.65

-11.58

-11.47

-11.40

-11.36

-11.25

-10.84

-10.83

-10.58

-10.57

-10.17

-9.86

-9.66 -9.55

-9.50

-9.05

-8.93

-8.77 -8.72

-8.47

-8.36

-8.24

-8.02

-7.90

-7.57

-7.46-7.12

-6.84

-6.68 -6.64

-6.21

-6.20

-6.19

-5.80

-5.53

-5.49

-5.43

-5.42

-5.32

-5.15

-5.10

"GREEN 7"

"RED 2"

"RED 4"

"GREEN 5"

"GREEN 1"

"RED 6"

RANGE

FRONT

LIGHT

BREAKWATER

LIGHT

CN102

PROJECT LINE

FEDERAL

SCALE: 1" = 100’

EASEMENT, TYP.

CONSTRUCTION

PROJECT BASELINE

HARBOR CENTERLINE &

n w

C N

X X

X .d g n

D R

E D

G P

L A

DREDGING PLAN

M A

T C

H L

E S

E E S

H T

C N

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

200’0 100’

100’

°5 ’1

308°50’28"

°5 ’2

128°50’28"

°5

’2

83°50’28

°5

’2

°4 ’2

°5

’2

°2 4’3

°5 ’2

°31 ’55

°5 ’5

.00

120.00’

100.00’

8.2

9’

202.23’

125.00’

(OPTION)

DREDGE ZONE B

(OPTION)

DREDGE ZONE C

(BASE BID)

DREDGE ZONE A

DREDGE ZONE A LIMITS

DREDGE ZONE B LIMITS

DREDGE ZONE C LIMITS

31+00A

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

0 100 200 300 320

8+50

-50

-40

-30

-25

0 100 200 300 320

9+00

-50

-40

-30

-25

0 100 200 300 320

9+50

-50

-40

-30

-25

0 100 200 300 320

10+00

-50

-40

-30

-25

0 100 200 300 320

10+50

-50

-40

-30

-25

0 100 200 300

11+00

-55

-50

-40

-30

-20

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

D E

P T

H F

D E

P T

H F

D E

P T

H F

D E

P T

H F

0 100 200 300 350

11+50

-55

-50

-40

-30

-20

0 100 200 300 350

12+00

-55

-50

-40

-30

-20

0 100 200 300 350

12+50

-55

-50

-40

-30

-20

0 100 200 300 350

13+00

-55

-50

-40

-30

-20

0 100 200 300 350

13+50

-55

-50

-40

-30

-20

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

DISTANCE (FT)

CN301

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 5

n w

C N

X X

X .d g n

20’0 10’40’0 20’

(TYP.)

1.5

(OPTION)

ZONE B

(TYP.)

1.5

(OPTION)

S T

A T

Z O

N E B

C R

O S

S S

E C

N S

O P

ZONE B

(OPTION)

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

A U

G U

S T

A U

G U

S T

0 100 200 300 350

14+00

-55

-50

-40

-30

-20

0 100 200 300 350

14+50

-55

-50

-40

-30

-20

D E

P T

H F

DISTANCE (FT)

D E

P T

H F

DISTANCE (FT)

-50

-40

-30

-20

-10

D E

P T

H F

0-100-200-300

21+00DISTANCE (FT)

-400

-50

-40

-30

-20

-10

D E

P T

H F

0-100-200-300

20+50DISTANCE (FT)

-400

200 300 380

-50

-40

-30

-20

-10

200 300 380

-50

-40

-30

-20

-10

0 100 200 300 350

15+00 -55

-50

-40

-30

-20

0 100 200 300 350

15+50 -55

-50

-40

-30

-20

D E

P T

H F

DISTANCE (FT)

E P

T H F

DISTANCE (FT)

CN302

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 6

n w

C N

X X

X .d g n

20’0 10’40’0 20’

(TYP.)

1.5

ZONE B

(OPTION)

NOTES:LEGEND:

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

(TYP.)

1.5

(TYP.)

1.5

ZONE A

(OPTION)(BASE BID)

Z O

N E

S A B S

T A T

Z O

N E B S

T A T

C R

O S

S S

E C

N S

B A

S E B

P T

(BASE BID)

ZONE A

ZONE C

FEDERAL PROJECT LIMITS

DERDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

0-100-200-300

21+50

0-100-200-300

22+00

0-100-200-300

22+50

0-100-200-300

23+00

-400

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

CN303

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 7

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

(TYP.)

1.5

ZONE C

S T

A T

Z O

N E

S A C

C R

O S

S S

E C

N S

B A

S E B

P T

(BASE BID)

(BASE BID) (OPTION)

(OPTION)

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

0-100-200-300

23+50

0-100-200-300

24+00

0-100-200-300

24+50

0-100-200-300

25+00

0-100-200-300

25+50

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

200 300

-50

-40

-30

-20

-10

CN304

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 8

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

(TYP.)

1.5

ZONE C

(BASE BID)

(BASE BID) (OPTION)

(OPTION)

S T

A T

Z O

N E

S A C

C R

O S

S S

E C

N S

B A

S E B

P T

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

-100-200-300

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

27+50

28+00

100 200 300 380

-50

-40

-30

-20

-10

100 200 300 380

-50

-40

-30

-20

-10

100 200 300 380

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

400 500

-100-200-300

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

26+00

26+50

27+00

CN305

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 9

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

(TYP.)

1.5

ZONE C

(OPTION)

(BASE BID)

S T

A T

Z O

N E

S A C

C R

O S

S S

E C

N S

B A

S E B

P T

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

0-100-200-300

28+50

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

0-100-200-300

29+00

0-100-200

29+50

0-100-200

30+00

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

-300

-50

-40

-30

D E

P T

H F

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

-20

-10

-50

-40

-30

-20

-10

400 500

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

400 500

CN306

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 10

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

S T

A T

Z O

N E A

C R

O S

S S

E C

N S

B A

S E B

(BASE BID)

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

30+50DISTANCE (FT)

300 400 500 600

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

31+00DISTANCE (FT)

300 400 500 600

-50

-40

-30

-20

-10

0-100-200

30+50A

-300

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400-400-400

0-100-200

31+00A

-300

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

CN307

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 11

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

S T

A T

Z O

N E A

C R

O S

S S

E C

N S

B A

S E B

(BASE BID)

ZONE A

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

32+00DISTANCE (FT)

300 400 500 600

-50

-40

-30

-20

-10

300 400 500 600

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

31+50DISTANCE (FT)

0-100-200

31+50A

-300

-50

-40

-30

-20

-10

D E

P T

H F

DISTANCE (FT)

-400

300 400 500 600

-50

-40

-30

-20

-10

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

32+50DISTANCE (FT)

CN308

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 12

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

S T

A T

Z O

N E A

C R

O S

S S

E C

N S

B A

S E B

ZONE A

(BASE BID)

ZONE A

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

-50

-40

-30

-20

-10

D E

P T

H F

-300-400-500-600

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600-650

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

34+00

34+50

35+00

33+50

33+00DISTANCE (FT)

DISTANCE (FT)

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

-50

-40

-30

-20

-10 D

E P

T H F

-400-500-600

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

35+50

36+00

37+00

36+50

DISTANCE (FT)

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

37+00ADISTANCE (FT)

CN309

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 13

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

S T

A T

Z O

N E A

C R

O S

S S

E C

N S

B A

S E B

(BASE BID)

(BASE BID) (BASE BID)

(BASE BID)

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S fiof Engineers

US Army Corps

1 2 3 4 5

A N

S I E

U E D

A T

O K

A N

O -K

E N

D R

L S

A P

L A

N B

M E

Y E

R S

O K

A H

A R

A A

N D A

S S

O C

T E

O H

O L

A S

T R

E E

H A

W A

H O

N O

L U

L U D

T R

F T S

H A

F T

E R

H A

W A

O K

A N

O -K

E N

D R

P H (8

-5

-W

A -1

-D -0

-0

A U

A I, H

A W

M A

T E

N A

N C

E D

R E

D G

N A

H A

R B

O R P

H A

S E I I

NOTES:LEGEND:

No.11108-C

IA ,I

AS..U

Licensed

Engineer

Professional

N N

OKANO-KE

L E

OR UNDER MY SUPERVISION.

THIS WORK WAS PREPARED BY ME

04/30/18

EXPIRATION DATE OF LICENSE

S O

A T

N N

PROJECT DEPTH WITHIN THE DREDGE LIMITS SHOWN.

CONTRACTOR IS RESPONSIBLE FOR DREDGING ALL AREAS ABOVE

DREDGE ZONES SHOWN ARE AN ESTIMATE OF THE WORK AREA.

SIDE SLOPE HAS STABILIZED AND THE PROJECT DEPTH IS MAINTAINED.

CONTRACTOR SHALL DREDGE AT THE DREDGE ZONE LIMIT UNTIL THE

STATION ORIENTATION VIEW IS UPSTATION.

DEPTHS IN FEET BELOW MLLW.

FEDERAL PROJECT LIMITS

DREDGE LIMITS

DREDGE ZONE

PROJECT DEPTH

SURVEYED BOTTOM

A U

G U

S T

A U

G U

S T

-400

-50

-40

-30

-20

-10

D E

P T

H F

-500-600-700

37+50DISTANCE (FT)

500 600 650

-50

-40

-30

-20

-10

500 600 700 800

-10

-20

-30

-40

-50-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

38+00DISTANCE (FT)

-700

-50

-40

-30

-20

-10

D E

P T

H F

0-100-200-300-400-500-600

37+50A37+50ADISTANCE (FT)

-50

-40

-30

-20

-10

D E

P T

H F

-400-500-600

38+50DISTANCE (FT)

-700 500 600 700 800

-10

-20

-30

-40

-50

-40

-30

-20

-10

D E

P T

H F

0-100-200-300-400-500-600

38+00A38+00ADISTANCE (FT)

CN310

VERTICAL SCALE: 1"=10’HORIZONTAL SCALE: 1"=20’ 14

n w

C N

X X

X .d g n

ZONE A

20’0 10’40’0 20’

(TYP.)

1.5

(TYP.)

1.5

ZONE D

(OPTION)

(BASE BID)

ZONE A

(BASE BID)

ZONE A

(BASE BID)

ZONE D

S T

A T

Z O

N E A

C R

O S

S S

E C

N S

B A

S E B

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.