Addendum No. 3-FINAL ADDENDUM NO 3 CK1627 33.pdf

TAXILANE T1 EXTENSION ADDENDUM NO. 3

LIHUE AIRPORT June 1, 2026

STATE PROJECT NO. CK1627-33 Page 1 of 1

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

ADDENDUM NO. 3

FOR

TAXILANE T1 EXTENSION

AT LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

STATE PROJECT NO. CK1627-33

JUNE 1, 2026

This Addendum shall make the following amendment(s) to the Solicitation:

A. PLANS

1. Delete FINAL PLANS, dated 04/13/2026 in its entirety, and replace it with attached

FINAL PLANS, dated r06/01/2026.

Please acknowledge receipt of this ADDENDUM NO. 3 by recording the date of its receipt in the space provided on PAGE P-4 of the Proposal.

NATHAN C. KANESHIGE

Engineering Program Manager

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

04/13/2026

OF 59 SHEETS

C :\U

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DRAWING INDEX

SHEET NO. DWG NO. SHEET TITLE

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX

3 G-003 KEY MAP

4 G-004 ABBREVIATIONS & LEGEND

5 G-005 GENERAL NOTES 1 OF 2

6 G-006 GENERAL NOTES 2 OF 2

7 G-007 SURVEY CONTROL LAYOUT

8 G-008 GENERAL PROJECT DESCRIPTION

9 PH001 CONSTRUCTION SEQUENCING SCHEDULE

10 PH002 CONTRACTOR ACCESS, STAGING AREAS, AND HAUL ROUTES

11 PH101 PHASE 1 (2000 TO 0500)

12 PH102 PHASE 1 (2000 TO 0500) - ENLARGED 1

13 PH103 PHASE 1 (2000 TO 0500) - ENLARGED 2

14 PH104 PHASE 1 (2000 TO 0500) - ENLARGED 3

15 PH105 PHASE 1 (0500 to 2000)

16 PH201 PHASE 2A AND 2B (2000 TO 0500)

17 PH202 PHASE 2A AND 2B (2000 TO 0500) - ENLARGED 1

18 PH203 PHASE 2A AND 2B (2000 TO 0500) - ENLARGED 2

19 PH204 PHASE 2A AND 2B (2000 TO 0500) - ENLARGED 3

20 PH205 PHASE 2A AND 2B (0500 TO 2000)

21 PH301 PHASE 3 (2000 TO 0500)

22 PH302 PHASE 3 (2000 TO 0500) - ENLARGED 1

23 PH303 PHASE 3 (2000 TO 0500) - ENLARGED 2

24 PH304 PHASE 3 (2000 TO 0500) - ENLARGED 3

25 PH305 PHASE 3 (0500 TO 2000)

26 PH501 PHASING DETAILS

27 C-001 EROSION AND SEDIMENTATION CONTROL PLAN 1 OF 4

28 C-001A EROSION AND SEDIMENTATION CONTROL PLAN 2 OF 4

29 C-002 EROSION AND SEDIMENTATION CONTROL PLAN 3 OF 4

30 C-003 EROSION AND SEDIMENTATION CONTROL PLAN 4 OF 4

31 C-010 EROSION CONTROL NOTES AND BMP DETAILS

32 C-101 EXISTING CONDITIONS PLAN 1 OF 3

33 C-102 EXISTING CONDITIONS PLAN 2 OF 3

34 C-103 EXISTING CONDITIONS PLAN 3 OF 3

35 C-201 DEMOLITION PLAN 1 OF 3

36 C-202 DEMOLITION PLAN 2 OF 3

37 C-203 DEMOLITION PLAN 3 OF 3

38 C-301 PAVING PLAN 1 OF 3

39 C-302 PAVING PLAN 2 OF 3

40 C-303 PAVING PLAN 3 OF 3

41 C-401 PAVEMENT ELEVATION PLAN

42 C-410 TYPICAL PAVEMENT SECTIONS AND DETAILS 1 OF 2

43 C-411 TYPICAL PAVEMENT SECTIONS AND DETAILS 2 OF 2

44 C-501 GRADING AND DRAINAGE PLAN

45 C-502 STORM DRAIN PROFILE

46 C-510 DRAINAGE DETAILS 1 OF 3

47 C-511 DRAINAGE DETAILS 2 OF 3

48 C-512 DRAINAGE DETAILS 3 OF 3

49 C-513 WATER DETAILS

50 C-601 HORIZONTAL CONTROL AND PAVEMENT MARKING PLAN 1 OF 3

51 C-602 HORIZONTAL CONTROL AND PAVEMENT MARKING PLAN 2 OF 3

52 C-603 HORIZONTAL CONTROL AND PAVEMENT MARKING PLAN 3 OF 3

53 C-610 PAVEMENT MARKING DETAILS 1 OF 2

54 C-611 PAVEMENT MARKING DETAILS 2 OF 2

55 E-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS AND SYMBOL LIST

56 E-101 ELECTRICAL PLAN

57 E-101A ELECTRICAL PLAN ADDITIVE ALTERNATE C

58 E-110 ELECTRICAL DETAILS

59 E-110A ELECTRICAL DETAILS ADDITIVE ALTERNATE C DRAWING INDEX

G-002

1 05/15/2026 REVISED BID ADDITIVES

06/01/2026 ADDENDUM NO. 33

21-321-3 21-3 21-321-321-321-321-3

3-21

3-21

21 2121-321-3 21-3 21-321-321-321-321-3

3-21

3-21

21 2121-321-3 21-321-3

STOP

STOP

STOP

TERMINAL

SH 51 KAPULE WAY

AHUKINI ROAD

Pacific Ocean

TWY B

TWY C

RWY 17

-35

TWY B

TWY B

ARFFRTR

RWY 3-21

NININI POINT ST

N

IN

IN

I P

O

IN

T

ST TWY A

ATCT

GA

APRON

2 3

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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KEY MAP

G-003

3 06/01/2026 ADDENDUM NO. 3

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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SEE SHEET E1.02 FOR ELECTRICAL LEGENDS

AOA

ARFF

EL, ELEV

(E), EX, EXIST

FAA

FT

HDOT-A

ILS

LF

MIN

RWY

SF

SL

SPEC

STA

TSA

TYP

T/L

TW, TWY

ABBREVIATIONS, THROUGHOUT THE PLANS ARE ABBREVIATIONS

WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED

IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF

CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE

TECHNICAL REPRESENTATIVE WILL DEFINE THE INTENT OF ANY

ABBREVIATIONS IN QUESTION.

ABBREVIATIONS:

AIRPORT OPERATIONS AREA

AIRCRAFT RESERVE FIRE FIGHTING

ELEVATION

EXISTING

FEDERAL AVIATION ADMINISTRATION

FEET/FOOT

INSTRUMENT LANDING SYSTEM

LINEAR FEET

MINIMUM/MINUTE

RUNWAY

SQUARE FOOT/FEET

SPECIFICATIONS

STATION

TAXIWAY SAFETY AREA

TYPICAL

TAXILANE

TAXIWAY

AND

ANGLE

APPROXIMATE

AT

BOUNDARY LINE

CENTERLINE

DEGREE

DIAMETER

EQUALS

FLOW LINE

NUMBER

PERCENT

PROPERTY LINE

SLOPE

STATE OF HAWAII DEPARTMENT OF TRANSPORTATION - AIRPORTS

TOFA TAXIWAY OBJECT FREE AREA

SP SPECIAL PROVISIONS

BMP BEST MANAGEMENT PRACTICES

MAX MAXIMUM

CTAF COMMON TRAFFIC ADVISORY FREQUENCY

AOC AIRPORT OPERATIONS CONTROL

CSO CONTRACTOR SECURITY OFFICER

FOD FOREIGN OBJECT DEBRIS

LIH LIHUE AIRPORT

(N) NEW

RSA RUNWAY SAFETY AREA

ATCT AIR TRAFFIC CONTROL TOWER

CSPP CSPP CONSTRUCTION SAFETY AND PHASING PLAN

RMP RADIO MONITORING PERSONNEL

RT RIGHT

LT LEFT

MATCHLINE STA: XXX+XX (SEE SHEET CX.XX)

A

SECTION SYMBOL

P-401

MATCHLINE DESIGNATION

SPECIFICATION REFERENCE

DETAIL NUMBER

SHEET WHERE

DETAIL IS SHOWN

SECTION NUMBER

SHEET WHERE

SECTION IS SHOWN

DETAIL NUMBERDETAIL TITLE

SHEET WHERE

DETAIL IS SHOWN

ADJOINING

STATION NUMBER ADJOINING

SHEET NUMBER

FAA

SPECIFICATION

NUMBER

DETAIL TITLE

DETAIL SYMBOL

SCALE: N.T.S. #####

1TAXILANE PAVEMENT DETAIL

EP EDGE OF PAVEMENT

ES EDGE OF SHOULDER

SAWS STAND ALONE WEATHER STATION (BACK UP FOR ASOS)

ATBC ASPHALT TREATED BASE COURSE

IN INCH

NOTAM NOTICE TO AIRMEN

PAPI PRECISION APPROACH PATH INDICATORS

REIL RUNWAY END IDENTIFIER LIGHTS

ROFA RUNWAY OBJECT FREE AREA

SPHPS SURFACE PAINTED HOLD POSITION SIGN

ADG AIRPLANE DESIGN GROUP

FG FINISHED GRADE

ABBREVIATIONS

& LEGEND

G-004

SLURRY SEAL COAT

TAXILANE PAVEMENT

COMPACTED SOIL / TOPSOILS

AND SPRIGGING

TAXILANE PAVEMENT.

ADDITIVE ALTERNATE "C"

SYMBOLS:

AFLV AIRFIELD LOW VOLTAGE

AFHV AIRFIELD HIGH VOLTAGE

LEGEND

LIMIT OF GRADING

EXISTING MARKINGS

EXISTING ELECTRICAL

TRANSFORMER / BREAKER STATION

EXISTING ELECTRICAL JUNCTION BOX

EXISTING ELECTRICAL HANDHOLE

EXISTING TAXIWAY EDGE LIGHTS

AND UNDERGROUND CIRCUITRY

EXISTING ELECTRICAL CONDUIT

EXISTING CONTOURS

EXISTING STORM DRAIN LINE

EXISTING STORM INLET

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING AIRFIELD SIGN

EXISTING AOA ROADWAY

EXISTING AOA PERIMETER FENCE

CENTERLINE OF EXISTING DITCH/SWALE

EXISTING RUNWAY END

IDENTIFICATION LIGHTS

EXISTING FEDERAL AVIATION

ADMINISTRATION CONDUIT

BLACK-OUT / OBLITERATE MARKING

EXISTING STORM SEWER MANHOLE

EXISTING STORM SEWER INLET

COMPOST FILTER SOCK,

SEE DETAIL 2/C-010

DRAINAGE INLET / MANHOLE PROTECTION,

SEE DETAIL 1/C-010

EXISTING STORM SEWER LINE

CONTRACTOR STAGING AREA

SURFACE FLOW ARROW

TAXIWAY OBJECT FREE AREA

FLOWLINE

PROPOSED STORM DRAIN LINE

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM DRAIN LINE

(110)

DITCH/SWALE FLOW PATH

RIDGE LINE

PROPOSED SPOT ELEVATION

0.0

(10 0.0

0)

EXISTING SPOT ELEVATION

DEMOLITION KEY NOTES:

PROTECT IN PLACE

REMOVE AC PAVEMENT, FULL DEPTH

REMOVE CONCRETE PAD, FULL DEPTH3

SAW-CUT AC PAVEMENT, FULL DEPTH4

CLEAR AND GRUB EXISTING VEGETATION5

IF ADDITIVE ALTERNATE "C" IS AWARDED REFER TO

DRAWING E-101 FOR DISPOSITION6

NOT USED7

REMOVE BOLLARD AND FOUNDATION8

BLACK OUT/OBLITERATE EXISTING MARKING,

REFER TO PHASING DRAWINGS9

RELOCATE SURVEY CONTROL MARK, SEE GENERAL

DEMOLITION NOTE 810

CAP AND LOWER WATER RISER PIPE, REFER TO PAVING PLANS

CONTRACTOR SHALL FIELD VERIFY WATER VALVE STATUS

PRIOR TO CONSTRUCTION. ADJUST TO GRADE AND REFER TO

PAVING PLANS. SEE GENERAL DEMOLITION NOTES 3 AND 11

LIMITS OF SURVEY

RCB REINFORCED CONCRETE BOX

CB CATCH BASIN

WV WATER VALVE

MH MANHOLE

TIE-DOWN MARKING PER DETAIL 1/C-611

TAXILANE CENTERLINE MARKING PER DETAIL 1/C-610

4" THICK SOLID RED LINE STRIPING MARKING

HELICOPTER PARKING MARKING PER DETAIL 5/C-6104

INTERMEDIATE HOLDING POSITION MARKING PER

DETAIL 4/C-6105

STOP BAR MARKING PER DETAIL 3/C-6106

TAXILANE EDGE MARKING PER DETAIL 3/C-61120

TAXILANE SHOULDER MARKING PER DETAIL 4/C-61121

PAINT TAXILANE GREEN SHOULDER25

INSTALL ELEVATED EDGE RETROREFLECTOR

MARKER PER DETAIL 5/C-61126

PAVEMENT MARKING KEY NOTES:

PAVING KEY NOTES:

CONSTRUCT TAXILANE PAVEMENT PER DETAIL 1/C-4107

ADJUST TO FINISHED GRADE AND CONVERT TO H-20 LOAD

RATED WATER VALVE MANHOLE PER DETAIL 1/C-5138

PLACE AND COMPACT SOILS TO 90% AND 95% GRADE AS

SHOWN ON PLAN9

INSTALL TOPSOILS AND SPRIGGING FOR AREAS AS SHOWN

ON PLAN10

APPLY EMULSIFIED ASPHALT SLURRY SEAL

TREATMENT (P-626)11

ADJUST TO FINISHED GRADE AND CONVERT TO H-20 LOAD

RATED WATER VALVE BOX PER DETAIL 2/C-513

CAP AND LOWER RISER PIPE BELOW PAVEMENT AND INSTALL

H-20 LOAD RATED WATER VALVE BOX PER DETAIL 2/C-513

ASR AIRPORT SURVEILLANCE RADAR

CLEAR AND GRUB EXISTING VEGETATION

REMOVE CONCRETE PAD, FULL DEPTH

REMOVE AC PAVEMENT, FULL DEPTH

BLACK-OUT / OBLITERATE MARKING

REMOVE AC PAVEMENT, FULL DEPTH.

ADDITIVE ALTERNATE "C"

CLR CLEAR

VSR VEHICLE SERVICE ROAD

DRAINAGE KEY NOTES:

CONSTRUCT 18" RCP, CLASS III

PER DETAIL 2/C-512

CONSTRUCT 12" RCP, CLASS III

PER DETAIL 2/C-51212

CONSTRUCT H-20 TRAFFIC RATED CATCH

BASIN PER DETAIL 1/C-511, SIZE AS SHOWN14

CONSTRUCT H-20 TRAFFIC RATED MANHOLE

PER DETAIL 2/C-511, SIZE AS SHOWN16

GRADE DIRT SWALE17

JOIN PIPE TO EXISTING CATCH BASIN

PER DETAIL 1/C-51218

CONSTRUCT CATCH BASIN TYPE G1

PER DETAIL 1/C-510, SIZE AS SHOWN15

FOR DISPOSITION, REFER TO DRAWING C-30219

INSTALL ELECTRICAL HANDOLES, REFER TO

DRAWING E-10122

ACFT AIRCRAFT

HH HANDHOLE

1 05/15/2026 REVISED BID ADDITIVES

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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UNDERGROUND UTILITIES

BEFORE YOU DIG

5 WORKING DAYS

CALL 1-800-423-7287

HAWAII ONE CALL CENTER

GENERAL

1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

CONTRACT PLANS AND SPECIFICATIONS AND ANY RULES,

REGULATIONS, STANDARDS OR SPECIFICATIONS REFERENCED

THEREIN. THE PROJECT IS SUBJECT TO INSPECTION BY

REPRESENTATIVES OF THE HAWAII DEPARTMENT OF

TRANSPORTATION AIRPORTS DIVISION, THE FEDERAL AVIATION

ADMINISTRATION (FAA) AND OTHER GOVERNING AGENCIES.

2. LIQUIDATED DAMAGES, AS STATED IN THE CONTRACT AND

CONSTRUCTION DOCUMENTS, SHALL APPLY TO THIS PROJECT.

3. AS THIS PROJECT REQUIRES CONSTRUCTION ON OR NEAR ACTIVE

AIRPORT FACILITIES, ALL CONSTRUCTION ACTIVITIES SHALL BE

CONDUCTED IN A MANNER ACCEPTABLE TO THE OWNER AND THE

FEDERAL AVIATION ADMINISTRATION (FAA).

CONTRACTOR REQUIREMENTS

1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED

FOR THE PERFORMANCE OF THIS CONTRACT. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PAY ALL PERMIT FEES.

2. THE CONTRACTOR MUST OBTAIN PROPER PERMITS FOR DELIVERY OF

MATERIALS AND EQUIPMENT TO THE SITE. ANY DAMAGE TO OFF-SITE

ROADS SHALL BE THE COMPLETE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE

EXPENSE.

3. ALL CONTRACTOR'S VEHICLES AND TRAFFIC (UNLESS OTHERWISE

AUTHORIZED) SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION

LIMITS OR HAUL ROUTES.

4. THE CONTRACTOR SHALL CONTROL DUST FROM OPERATIONS TO A

LEVEL ACCEPTABLE TO THE AIRPORT AND ENGINEER AT ALL TIMES.

THE CONTRACTOR SHALL HAVE AVAILABLE VACUUM BROOM SWEEPER

VEHICLES, WATERING TRUCKS AND OTHER EQUIPMENT NECESSARY

TO CONTROL DUST AND DEBRIS AT ALL TIMES. ALL METHODS FOR

CONTROLLING DUST AND DEBRIS SHALL BE SUBJECT TO THE

AIRPORTS APPROVAL. DUST AND DEBRIS CONTROL SHALL BE

STRICTLY MONITORED DUE TO ITS IMPACT ON AIRCRAFT SAFETY.

FAILURE TO PROPERLY CONTROL DUST AND DEBRIS OR TO RESPOND

TO ANY REQUESTS TO DO SO WILL RESULT IN CONSTRUCTION

ACTIVITIES BEING STOPPED.

5. ALL CONSTRUCTION ACTIVITY WITHIN A TOFA WILL REQUIRE THE

CLOSURE OF THE TAXIWAY. THE CONTRACTOR SHALL REQUEST, A

MINIMUM OF 14 CALENDAR DAYS IN ADVANCE THROUGH THE

ENGINEER AND AIRPORT OPERATIONS, THE CLOSURE OF THE

REQUIRED PORTION OF THE TAXIWAY. THIS REQUEST SHALL INCLUDE

THE TIMES REQUESTED AND THE CONTRACTOR'S PROPOSED

DETAILED SCHEDULE OF OPERATIONS WITHIN THE AREA. THE

CONTRACTOR IS ADVISED THAT THERE MAY BE OTHER CONSTRUCTION

AND AIRFIELD MAINTENANCE THAT MAY REQUIRE AIRPORT FACILITY

CLOSURES.

6. BEFORE BEING PROVIDED ACCESS TO THE PROJECT SITE, THE

CONTRACTOR SHALL FURNISH THE ENGINEER AND AIRPORT

OPERATIONS, A MINIMUM OF 14 CALENDAR DAYS IN ADVANCE, WITH A

DETAILED CRITICAL PATH METHOD SCHEDULE OF WORK FOR EACH

PHASE OF CONSTRUCTION INCLUDING THE VARIOUS RUNWAY AND

TAXIWAY CLOSURES REQUIRED.

7. ALL ELEMENTS OF THE CONSTRUCTION SHALL BE DONE IN SUCH A

MANNER THAT, AT THE END OF CLOSURE PERIODS, THE AREA WILL BE

IN A CONDITION SUITABLE FOR AIRPORT OPERATIONS AND SUBJECT

TO AIRPORT OPERATIONS APPROVAL. SEE SECTION 01800 FOR

ADDITIONAL INFORMATION.

COORDINATION AND OPERATIONS

1. THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS AND

EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE

INHERENT TO THIS AIRPORT AND SHALL CONDUCT ITS CONSTRUCTION

ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR

TRAFFIC REQUIREMENTS AND GUIDELINES AS NOTED AND/OR SHOWN

ON THE PLANS AND THE REQUIREMENTS DETAILED IN THE

SPECIFICATIONS.

2. THE CONTRACTOR SHALL ATTEND WEEKLY COORDINATION MEETINGS

TO DISCUSS WORK AREAS, SCHEDULING, SAFETY, ETC. WITH THE

ENGINEER AND AIRPORT OPERATIONS AND OTHER APPROPRIATE

OFFICIALS.

MATERIALS AND EQUIPMENT

1. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED

IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD

TO AIRCRAFT OPERATIONS. ALL EQUIPMENT SHALL BE STORED IN A

LOWERED CONFIGURATION WHEN NOT IN USE. THE APPROVED

STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THE

CONTRACTOR'S STAGING AREA. ANY OTHER AREAS TO BE USED FOR

STORAGE MUST BE APPROVED BY THE ENGINEER AND AIRPORT

OPERATIONS. EQUIPMENT AND STOCKPILED MATERIAL SHALL BE

CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING

FROM AIRCRAFT JET BLAST OR WIND CONDITIONS.

2. ALL EXCESS EXCAVATED MATERIAL, UNSUITABLE MATERIAL AND

CONSTRUCTION DEBRIS SHALL BE PROMPTLY DISPOSED OF PER THE

PLANS AND SPECIFICATIONS.

3. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK

SITE WILL USE A DELIVERY ADDRESS. THE DELIVERY ADDRESS SHALL

BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.

CONTRACTOR LAYOUT

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT.

EXISTING AND PROPOSED GRADES ARE SHOWN ON THE DRAWINGS.

EXISTING GRADES SHOWN ARE BELIEVED TO BE ACCURATE. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO

CONSTRUCTION OF ANY DISCREPANCIES WITH THE ELEVATIONS GIVEN

ON THE DRAWINGS. FAILURE TO NOTIFY THE ENGINEER SHALL RESULT

IN A WAIVER OF THE CONTRACTOR'S RIGHT FOR A CHANGE ORDER.

ALL ELEVATIONS ARE BASED UPON MEAN SEA LEVEL.

2. THE VERTICAL CONTROL ON THIS PROJECT IS TIED TO BENCH MARKS

LOCATED ON THE AIRPORT. SEE SHEET G-007. ALL EXISTING SURVEY

MONUMENTS SHALL BE PROTECTED BY THE CONTRACTOR DURING

CONSTRUCTION. ALL MONUMENTS DISTURBED BY THE CONTRACTORS

OPERATIONS SHALL BE RESET BY A REGISTERED SURVEYOR AT THE

CONTRACTOR'S EXPENSE.

EXISTING UTILITY AND NAVIGATIONAL FACILITIES

1. BEFORE ANY WORK IS STARTED ON ANY PHASE OF THIS PROJECT AND

AGAIN BEFORE FINAL ACCEPTANCE BY THE OWNER,

REPRESENTATIVES OF THE CONTRACTOR AND THE AIRPORT SHALL

MAKE AN INSPECTION OF THE EXISTING STORM SEWERS, CATCH

BASINS AND MANHOLES, SANITARY SEWER MANHOLES, ELECTRICAL,

COMMUNICATIONS AND FAA MANHOLES, HANDHOLES AND DUCT

BANKS, WATER MANHOLES AND VALVES, WHICH ARE TO REMAIN IN

SERVICE OR WHICH MAY BE AFFECTED BY THE WORK. THE CONDITION

SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS OF

THE INSPECTION WILL BE KEPT BY THE OWNER.

2. ALL EXISTING FACILITIES, INSPECTED INITIALLY BY THE ABOVE

MENTIONED PARTIES, SHALL BE PROTECTED, MAINTAINED, AND LEFT

IN A CONDITION COMPARABLE TO THAT DETERMINED BY THE ORIGINAL

INSPECTION. ANY CHANGES IN THE CONDITION RESULTING FROM THE

CONTRACTOR'S OPERATIONS SHALL BE CORRECTED BY THE

CONTRACTOR AT HIS SOLE EXPENSE TO THE SATISFACTION OF THE

ENGINEER AND AIRPORT OPERATIONS.

CONTRACTOR ACCESS AND STORAGE AREAS

1. THE CONTRACTOR'S ACCESS POINTS TO THE SITE SHALL BE AS

SHOWN ON THE CONTRACTOR ACCESS, STAGING AND HAUL ROUTE

PLAN (PH002) AND THE CONSTRUCTION PHASING PLANS. THE

CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN AIRPORT

SECURITY FOR ALL VEHICLES AND PERSONNEL WHO ENTER AIRPORT

PROPERTY.

2. AREAS WILL BE MADE AVAILABLE FOR THE CONTRACTOR'S

MOBILIZATION AND STAGING AS SHOWN ON THE CONTRACTOR

ACCESS, STAGING AREAS AND HAUL ROUTE PLAN (PH002) AND THE

CONSTRUCTION PHASING PLANS. THESE AREAS SHALL BE RESTORED

TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT.

3. ON-SITE EMPLOYEE PARKING SHALL BE ADDRESSED AT THE

PRE-CONSTRUCTION CONFERENCE.

HAUL ROUTES

1. LOCATION OF HAUL ROUTES, BARRICADES AND STAGING AREAS ON

THE AIRPORT SITE AS SHOWN ON THE CONSTRUCTION PHASING PLANS

ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE EXACT LOCATIONS IN THE FIELD WITH THE ENGINEER

AND AIRPORT OPERATIONS OR AUTHORIZED OWNER'S

REPRESENTATIVE, AND TO COORDINATE OFF-SITE HAUL ROUTES

(STATE HIGHWAYS OR CITY AND COUNTY ROADS) WITH THE

APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED

ROUTE. ON-SITE HAUL ROUTES AND STAGING AREAS SHALL BE

MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A

HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL

ROUTES AND STAGING AREAS SHALL BE JOINTLY INSPECTED AND

DOCUMENTED BY THE CONTRACTOR, THE ENGINEER, AND AIRPORT

OPERATIONS. THE CONTRACTOR SHALL PROVIDE A VIDEO TAPE OR

DIGITAL PICTURES OF ALL ON-SITE HAUL ROUTES AND STAGING AREAS

BEFORE START OF WORK AND UPON COMPLETION. FENCING,

DRAINAGE, SEDIMENT CONTROL, GRADING AND OTHER

MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT

TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL

BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE

APPROVED BY THE ENGINEER AND AIRPORT OPERATIONS PRIOR TO

THE WORK. ALL ON-SITE ACCESS ROADS TO AIRPORT FACILITIES

SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES.

2. THE CONTRACTOR IS HEREBY NOTIFIED THAT THE AIRPORT WILL

ASSESSES PENALTIES AND FINES FOR INCURSIONS INTO ANY PART OF

THE AIRPORT THAT IS NOT OTHERWISE AUTHORIZED BY THE

ENGINEER AND AIRPORT OPERATIONS. ALL SUCH PENALTIES AND

FINES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE PAID

FOR AT THE CONTRACTOR'S EXPENSE. REPEATED OFFENSES MAY

RESULT IN INDIVIDUAL DISBARMENT OF THE CONTRACTOR'S

PERSONNEL.

3. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTES APPROVED BY

THE ENGINEER AND AIRPORT OPERATIONS AND AS SHOWN ON THE

CONTRACTOR ACCESS, STAGING AREAS AND HAUL ROUTE PLAN

(PH002) AND THE CONSTRUCTION PHASING PLANS. THE HAUL TRUCKS

MUST BE COVERED AT ALL TIMES. THE CONTRACTOR SHALL

CONTINUOUSLY CLEAN THE HAUL ROUTE WITH A POWER VACUUM

DURING ALL PERIODS WHEN HAULING. FAILURE TO MAINTAIN THE HAUL

ROUTE IN AN ACCEPTABLE MANNER WILL RESULT IN SUSPENSION OF

WORK. IN THE EVENT THAT ANY FOREIGN OBJECT, SPILLAGE, DEBRIS

OR DUST BUILDS UP AS A RESULT OF HAULING, THE CONTRACTOR

SHALL BE REQUIRED TO IMMEDIATELY CLEAN AND REMOVE THE

MATERIAL.

UNDERGROUND UTILITIES

1. THE LOCATION OF THE UNDERGROUND UTILITIES AND FAA CABLES

SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM AVAILABLE

RECORDS AND FIELD CHECKS AND ARE BELIEVED TO BE CORRECT. NO

GUARANTEE IS MADE AS TO THEIR ACCURACY OR COMPLETENESS.

THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND

UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY

UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE

PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND

AIRPORT OPERATIONS. ANY DAMAGE TO UTILITIES, CAUSED BY THE

CONTRACTOR, SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE

EXPENSE.

2. INTERRUPTION TO EXISTING AIRFIELD LIGHTING SYSTEMS AND FAA

FACILITIES NOT INCLUDED IN THIS PROJECT SHALL NOT BE PERMITTED.

ALL AIRFIELD ELECTRICAL CIRCUITS AFFECTED BY THIS PROJECT

SHALL BE PROTECTED AND MAINTAINED DURING OPERATIONAL

PERIODS BY THE CONTRACTOR. THE CONTRACTOR, AT ITS EXPENSE,

SHALL IMMEDIATELY REPAIR, WITH IDENTICAL MATERIAL AND BY

SKILLED WORKMEN, ANY UNDERGROUND CABLES SERVING FAA

NAVAIDS, WEATHER BUREAU AND/OR OTHER AIRPORT FACILITIES,

WHICH ARE DAMAGED BY HIS WORKMEN, EQUIPMENT OR WORK. PRIOR

WRITTEN APPROVAL FROM THE FAA MUST BE OBTAINED FOR THE

MATERIALS, WORKMEN, TIME OF DAY OR NIGHT, METHOD OF REPAIRS

AND FOR ANY TEMPORARY OR PERMANENT REPAIRS THE

CONTRACTOR PROPOSES TO MAKE TO ANY FAA NAVAIDS AND

FACILITIES DAMAGED BY THE CONTRACTOR. LIKE APPROVAL MUST BE

OBTAINED FROM THE ENGINEER AND AIRPORT OPERATIONS FOR ANY

REPAIRS THE CONTRACTOR PROPOSES TO MAKE TO ANY OTHER

AIRPORT FACILITIES AND CABLES DAMAGED BY THE CONTRACTOR.

SUCH REPAIRS MUST BE STARTED IMMEDIATELY AND CONTINUED

UNTIL COMPLETE. ANY FAA CABLE AND OR CONDUIT DAMAGED MUST

BE REPLACED FROM FIXTURE TO FIXTURE IN ACCORDANCE WITH FAA

REQUIREMENTS AND IN THE PRESENCE OF AN FAA REPRESENTATIVE.

THE OWNER MAY ELECT TO HAVE SUCH REPAIRS PERFORMED BY

OTHERS BUT THE CONTRACTOR SHALL STILL BE RESPONSIBLE FOR

PAYING THE INCURRED COSTS.

UTILITIES NOTIFICATION

1. THE CONTRACTOR SHALL NOTIFY, AT LEAST FIVE (5) WORKING DAYS

PRIOR TO COMMENCING CONSTRUCTION OPERATIONS IN AN AREA

WHICH MAY INVOLVE UNDERGROUND UTILITY FACILITIES, THE

ENGINEER AND AIRPORT OPERATIONS, THE REGISTERED UTILITY

PROTECTION SERVICE, AND THE OWNER OF EACH UNDERGROUND

UTILITY FACILITY SHOWN ON THE PLANS.

2. THE CONTRACTOR SHALL IMMEDIATELY ALERT THE OCCUPANTS OF

NEARBY PREMISES OR FACILITY AS TO ANY EMERGENCY THAT IT MAY

CREATE OR DISCOVER AT OR NEAR SUCH PREMISES OR FACILITIES.

THE CONTRACTOR SHALL REPORT IMMEDIATELY TO THE ENGINEER,

AIRPORT OPERATIONS, AND THE OPERATOR OF THE UNDERGROUND

FACILITY ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE,

GROVE OR OTHER DAMAGE TO SUCH LINES OR THEIR COATING OR

CATHODIC PROTECTION, MADE OR DISCOVERED IN THE COURSE OF

THEIR EXCAVATION.

3. ALL REQUIRED TEMPORARY UTILITIES INCLUDING POWER, WATER,

STORM DRAIN, AND SEWER FOR THE CONTRACTOR'S STAGING AREA

SHALL BE ARRANGED AND PAID FOR BY THE CONTRACTOR. THE

CONTRACTOR SHALL PROVIDE ALL POLES, LINES, PIPES, METERS, ETC.

TO BRING THE SERVICE FROM EXISTING SOURCES TO THE AREA.

4. THE CONTRACTOR SHALL DEAL DIRECTLY WITH ENGINEER, AIRPORT

OPERATIONS OR OWNER'S AUTHORIZED REPRESENTATIVE, AND

APPROPRIATE UTILITY AGENCIES. ALL TEMPORARY UTILITY

ARRANGEMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE

ENGINEER AND AIRPORT OPERATIONS. UPON COMPLETION OF THE

PROJECT, THE CONTRACTOR SHALL HAVE ALL UTILITIES

DISCONNECTED AND SHALL REMOVE ALL POLES, PIPES, METERS, ETC.

AND RESTORE THE AREAS TO THEIR PREVIOUS CONDITION.

5. FOR ALL ITEMS REQUIRING THE USE OF WATER, THE CONTRACT UNIT

PRICE BID FOR THE RESPECTIVE ITEM SHALL INCLUDE THE COST OF

FURNISHING THE WATER.

6. ANY UTILITIES DAMAGED OR BROKEN BY THE CONTRACTOR WILL BE

REPAIRED AND PUT BACK INTO WORKING ORDER IN A MANNER

ACCEPTABLE TO THE OWNER OF THE AFFECTED UTILITY BY THE

CONTRACTOR AT ITS EXPENSE.

UTILITY LINE NOTES

1. THE EXACT DEPTH OF EXISTING STORM DRAIN, SEWER, WATER, FAA

AND DUCT BANKS ARE UNKNOWN. THE CONTRACTOR SHALL "FIELD

VERIFY" ALL UTILITIES AS NECESSARY, BY HAND/EQUIPMENT

EXCAVATION, PRIOR TO THE START OF EXCAVATION. THIS

INFORMATION SHALL BE PROVIDED TO THE ENGINEER AND AIRPORT

OPERATIONS.

SUPERVISION

1. THE PRIME CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES, WHILE

WORK IS IN PROGRESS, A JOB SUPERINTENDENT. THIS PERSON SHALL

BE FAMILIAR WITH ALL CONSTRUCTION BEING PERFORMED AND SHALL

BE THE SAME PERSON EACH DAY THROUGHOUT THE PROJECT. THE

SUPERINTENDENT SHALL HAVE THE RESPONSIBILITY OF

COORDINATING EACH DAY'S WORK WITH THE AIRPORT OR

AUTHORIZED REPRESENTATIVE AND SHALL HAVE AUTHORITY TO

SCHEDULE AND ADJUST ALL WORKERS, PRIME AND

SUB-CONTRACTORS, TO ACCOMMODATE AIRPORT OPERATIONS AS

DIRECTED BY THE ENGINEER AND AIRPORT OPERATIONS.

2. ALL PERSONNEL SHALL CLEAR THE CONSTRUCTION AREA ONCE WORK

HAS STOPPED FOR THE DAY. ALL MECHANICS NEEDING ACCESS TO

THE AOA DURING EVENINGS AND WEEKENDS TO WORK ON

CONSTRUCTION EQUIPMENT SHALL BE ESCORTED AND HAVE THEIR

VEHICLES IDENTIFIED WITH THE CONTRACTOR'S NAME AND

APPROPRIATE LIGHTING.

CONTRACTOR'S VEHICLES

1. ALL CONTRACTOR'S VEHICLES SHALL BE IN GOOD WORKING ORDER.

ALL CONTRACTOR VEHICLES SHALL HAVE VALID AOA PASSES OR BE

ESCORTED WHILE INSIDE THE AOA. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR COORDINATING ESCORTS WITH THE ENGINEER

AND AIRPORT OPERATIONS.

2. ALL CONTRACTOR'S VEHICLES/EQUIPMENT THAT ARE AUTHORIZED TO

OPERATE ON THE AIRPORTS AOA SHALL DISPLAY IN FULL VIEW ABOVE

THE VEHICLE/EQUIPMENT A 3'X3' (MIN.) ORANGE AND WHITE CHECKER

BOARD FLAG (DAY OPERATIONS). EACH CHECKER BOARD COLOR

BEING ONE SQUARE FOOT. ANY VEHICLE OPERATING ON THE AOA

SHALL ALSO BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME

TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH

INTENSITY TO CONFORM TO LOCAL AND FEDERAL CODES FOR

MAINTENANCE AND EMERGENCY VEHICLES (DAY OR NIGHT

OPERATIONS).

CONTACT INFORMATION

HAWAII DOT PROJECT MANAGER: JAMES FU 808-838-9927

AIRPORT MANAGER: CRAIG DAVIS 808-274-3800

LIHUE AIRPORT OPERATIONS: BYRON WATANABE 808-241-3919

LIHUE AIRPORT SECURITY: BRUCE KAIWI 808-651-6255

LIHUE AOC ON-DUTY (CELL): - 808-651-6255

LIHUE AIRPORT ENGINEER: JEFF DORN 808-241-3903

LIHUE ATCT: HEATHER ROWLAND 808-634-7511

GENERAL

NOTES 1 OF 2

G-005

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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UNDERGROUND UTILITIES

BEFORE YOU DIG

5 WORKING DAYS

CALL 1-800-423-7287

HAWAII ONE CALL CENTER

CONTRACTOR'S GENERAL SECURITY

AND OPERATIONAL REQUIREMENTS AND

RESTRICTIONS

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE

CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS

OF THE AIRPORT SECURITY PLAN AND WITH THE

SECURITY REQUIREMENTS SPECIFIED HEREIN. THE

CONTRACTOR SHALL DESIGNATE TO THE

CONSTRUCTION MANAGER AND AIRPORT OPERATIONS

THE NAME OF ITS "CONTRACTOR SECURITY OFFICER"

(C.S.O.). THE C.S.O. SHALL REPRESENT THE

CONTRACTOR ON THE SECURITY REQUIREMENTS FOR

THE CONTRACT.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION:

THE C.S.O. SHALL BE RESPONSIBLE FOR BRIEFING ALL

CONTRACTOR PERSONNEL ON AIRPORT SECURITY

REQUIREMENTS AND OTHER SECURITY PROVISIONS. ALL

NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE

CONSTRUCTION AREA.

3. ACCESS TO THE SITE: THE CONTRACTOR'S ACCESS TO

THE SITE SHALL BE AS SPECIFIED ON THE PLANS. NO

OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS

APPROVED BY THE ENGINEER AND AIRPORT

OPERATIONS. ALL CONTRACTOR TRAFFIC AUTHORIZED

TO ENTER THE SITE SHALL BE EXPERIENCED IN THE

ROUTE(S) OR GUIDED BY CONTRACTOR PERSONNEL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION

AREA ON THE SITE. DIRECTIONAL SIGNING AT THE

ACCESS GATE AND ALONG THE DELIVERY ROUTE TO

THE STORAGE AREA OR WORK SITE SHALL BE AS

DIRECTED BY THE CONSTRUCTION MANAGER AND

AIRPORT OPERATIONS.

4. CONSTRUCTION AREA LIMITS: THE LIMITS, MATERIAL

STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING

AREA AND OTHER AREAS DEFINED FOR THE

CONTRACTORS EXCLUSIVE USE DURING CONSTRUCTION

SHALL BE MARKED BY THE CONTRACTOR. THE

CONTRACTOR SHALL ERECT AND MAINTAIN AROUND

THE PERIMETER OF THESE AREAS SUITABLE FENCING,

MARKING AND OR WARNING DEVICES VISIBLE FOR DAY

AND NIGHT USE. TEMPORARY BARRICADES, FLAGGING

AND FLASHING WARNING LIGHTS WILL BE REQUIRED AT

CRITICAL ACCESS POINTS. TYPE OF MARKING AND

WARNING DEVICES SHALL BE AS INDICATED IN THE

CONSTRUCTION PHASING PLANS

OPERATIONAL REQUIREMENTS AND

RESTRICTIONS

1. THE CONTRACTOR SHALL ACQUAINT ITS SUPERVISORS,

EMPLOYEES AND SUBCONTRACTORS OF THE AIRPORT ACTIVITY

AND OPERATIONS THAT ARE INHERENT AT THIS AIRPORT, AND

SHALL CONDUCT ITS CONSTRUCTION ACTIVITIES TO CONFORM

TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS

AND GUIDELINES SPECIFIED IN THE SPECIAL PROVISIONS.

2. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL

BE CLOSED WITHOUT WRITTEN APPROVAL OF THE ENGINEER

AND AIRPORT OPERATIONS, IN ORDER TO ISSUE NECESSARY

"NOTICES TO AIR MISSIONS" (NOTAM) OR ADVISORIES TO PILOTS

AND AIRPORT TENANTS. A MINIMUM OF 48 HOURS NOTICE OF

REQUESTED CLOSURES SHALL BE PROVIDED TO THE ENGINEER

AND AIRPORT OPERATIONS.

3. UNLESS OTHERWISE APPROVED BY THE ENGINEER AND

AIRPORT OPERATIONS, ANY CONSTRUCTION ACTIVITY WITHIN

THE RSA, ROFA, TSA OR TOFA, OR OPEN EXCAVATIONS IN

EXCESS OF 3" INCHES DEEP WITHIN THESE AREAS, WILL

REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR TAXIWAY.

4. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE

PROHIBITED UNLESS ADEQUATE PRECAUTIONS HAVE BEEN

TAKEN AND THE PROCEDURE APPROVED. THE CONTRACTOR

SHALL OBTAIN AN AIRPORT "BURN PERMIT" FROM THE FIRE

DEPARTMENT.

5. ALL DEBRIS DEPOSITED ON THE PAVEMENT DUE TO

CONSTRUCTION ACTIVITIES SHALL BE REMOVED IMMEDIATELY.

METHODS OF IMMEDIATE REMOVAL OF LARGE DEBRIS SUCH AS

GRAVEL, DIRT CLODS, CONCRETE CHUNKS, MATERIAL

CANISTERS, FORM WORK, ETC., SHALL BE AT THE

CONTRACTOR'S DISCRETION, SUBJECT TO APPROVAL OF THE

ENGINEER AND AIRPORT OPERATIONS. THE OPERATIONAL

PAVEMENT MUST BE FREE OF ANY FOREIGN OBJECT DEBRIS

(FOD) AT ALL TIMES.

6. ALL TRUCKS HAULING DEBRIS FROM THE AIRPORT OR MATERIAL

TO THE PROJECT SHALL BE EQUIPPED WITH TAILGATES WHICH

SHUT TIGHTLY AND DO NOT PERMIT DEBRIS TO SPILL FROM THE

TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE

ENTERING THE AOA OR LEAVING THE WORK AREA. SIDEBOARDS

SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES

WILL TRUCKS BE PERMITTED TO BE LOADED GREATER THAN

LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS. TRUCKS NOT

MEETING THESE REQUIREMENTS OR THAT ALLOW MATERIAL TO

BE WIND BLOWN OR TO ESCAPE THEIR CONTAINMENT BEDS

WILL BE REMOVED FROM THE PROJECT IMMEDIATELY AT THE

DIRECTION OF THE ENGINEER OR AIRPORT OPERATIONS.

7. THE CONTRACTOR'S C.S.O. WILL BE RESPONSIBLE FOR ALL

OPERATIONAL PRECAUTIONS. PRIOR TO THE COMMENCEMENT

OF THE WORK THE C.S.O. SHALL PROVIDE THE ENGINEER AND

AIRPORT OPERATIONS AN OUTLINE OF A PROPOSED ACCIDENT

AND FIRE PROTECTION PLAN FOR ALL WORK UNDER THE

CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING

EACH WEEK FOR EACH SHIFT AND REQUIRE THE ATTENDANCE

OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE

MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE

CONTRACTOR'S FIELD OFFICE AND MADE AVAILABLE UPON

REQUEST TO THE ENGINEER OR AIRPORT OPERATIONS.

8. MAXIMUM CONSTRUCTION TRAFFIC SPEED ON ALL AIRPORT

PROPERTY SHALL BE 15 MPH.

9. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN

STRICT ACCORDANCE WITH THE REQUIREMENTS OF FAA

ADVISORY CIRCULAR AC-150/5370-2G "OPERATIONAL SAFETY ON

AIRPORTS DURING CONSTRUCTION" AND THE CONSTRUCTION

SAFETY AND PHASING PLAN (CSPP).

10. CONTRACTOR SHALL HAVE RADIO MONITORING PERSONNEL

(RMP) STATIONED AT ALL HAUL ROUTE CROSSINGS OF ACTIVE

RUNWAYS AND/OR TAXIWAYS AT ALL TIMES DURING WORKING

HOURS. RMPs SHALL CONTROL AND COORDINATE ALL

CONSTRUCTION VEHICLE CROSSINGS WITH AIR TRAFFIC

CONTROL (ATC). RMPs SHALL PERFORM FOD CHECKS ON ALL

VEHICLES PRIOR TO CROSSING. SWEEPERS SHALL CLEAN FOD

FROM ACTIVE RUNWAYS AND TAXIWAYS AFTER EACH

CONSTRUCTION VEHICLE CROSSING.

11. THE CONTRACTOR IS ADVISED THAT THERE MAY BE LIMITED

NIGHTTIME WORK HOURS DURING THE SEASONAL

SHEARWATER BIRD SEASON (SEPTEMBER TO DECEMBER).

GENERAL

NOTES 2 OF 2

G-006

AIRBORNE

AVIATION

TW

Y

H

TW

Y

G

TW

Y

F

TW

Y

B

TWY A

GA APRON GA APRON

W

AI

KA

I S

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T

KE

AO

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W

A

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N

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AHUKINI ROAD

CARGO

APRON

TL

N

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T- H

AN

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(B

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AR

(B

LD

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CONTROL

ACCESS GATE "D"

ATCTAIR1

HANGAR

LIHUE AIRPORT BLDG

MAINTENANCE

ADDITIVE ALTERNATE "C"

- ADJUST FAA AND

ELECTRICAL HANDHOLES

TO NEW GRADE

NEW TAXILANE

AND APRON

MARKINGS (TYP)

NEW

TIE-DOWN

MARKINGS

(TYP)

NEW VSR

MARKINGS (TYP)

BASE BID

RE-INSTATED

TIE-DOWN

MARKINGS

(TYP)

ADJUST UTILITIES TO

FINISHED GRADE

WASH

RACK

ADDITIVE ALTERNATE "A" AND "B" -

DISPOSAL OF THE EXCESS SOILS STOCKPILE

(REFER TO PH002 FOR THE LOCATION)

INSTALL UTILITY

PROTECTION SLABS

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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GENERAL PROJECT DESCRIPTION

1. THIS DRAWING DEPICTS THE GENERAL WORK OF THE

PROJECT LIMITS FOR REFERENCE ONLY. THE WORK

SHOWN IS NOT INTENDED TO BE, NOR IS ALL

INCLUSIVE.

0100 100 200

SCALE: 1"=100'

PROJECT WORK AREA

LEGEND

BASE BID

ADDITIVE ALTERNATE "C"

TAXIWAY OBJECT FREE AREA

GENERAL

PROJECT

DESCRIPTION

G-008

1 05/15/2026 REVISED BID ADDITIVES

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

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CONSTRUCTION

SEQUENCING

SCHEDULE

PH001

PHASING SCHEDULE

DURATION

(CALENDAR

DAYS)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PHASE 0: MOBILIZATION 63

PHASE 1 14

PHASE 2A AND 2B (SEE PHASING NOTE 5) 119

PHASE 3 7

PHASE 4 - FINAL STRIPING (SEE PHASING NOTE 4) 63

LEGEND

1. ALL DURATIONS ARE IN CALENDAR DAYS.

2. PHASE 0 WILL CONSIST OF ADMINISTRATIVE WORK,

ON-SITE MOBILIZATION, LOCATING UNDERGROUND

UTILITIES AND PERFORMING POTHOLES,

INSTALLATION OF STORM WATER PROTECTION

MEASURES, SITE INVESTIGATIONS, ELECTRICAL

INVESTIGATIONS, UTILITY LOCATING WITHIN THE

INFIELD AREAS, PREPARATION OF HAUL ROUTE,

AND TOPOGRAPHIC SURVEY OF THE EXISTING

PAVEMENTS AND EXISTING STRIPING.

3. PHASE 0: ALL ON-SITE ACTIVITIES THAT AFFECT THE

AIRFIELD AND APRON MUST BE PERFORMED

DURING NIGHT TIME.

4. COMPLETE PUNCH LIST, AND PERFORM FINAL

PAVEMENT MARKINGS AND STRIPING AFTER

PAVEMENT CURING OF 30 DAYS.

5. IF BID ADDITIVE ALTERNATE C IS AWARDED, PHASE

2A AND 2B DURATION SHALL BE 154 CALENDAR

DAYS.

PHASING NOTES:

NIGHT TIME WORK - 2000 TO 0500 HST, SEVEN (7) CALENDAR DAYS PER WEEK

1. WORK WITHIN THE AOA WILL NOT BE PERMITTED

UNTIL THE AIRPORT HAS ISSUED A NOTICE TO

PROCEED (NTP), AND PRE-CONSTRUCTION

SUBMITTALS HAVE BEEN APPROVED. THE

CONTRACTOR SHALL COMPLETE PHASES IN THE

GENERAL SEQUENCE AND WITHIN THE TIME

ALLOWED FOR EACH PHASE AS SPECIFIED IN THE

CONTRACT DOCUMENTS.

2. WORK ASSOCIATED IN ALL PHASES SHALL ONLY BE

PERFORMED DURING WORK WINDOWS DENOTED

BY THE NUMBER OF WORKING DAYS ON THE

TIMELINE. THE CONTRACTOR MUST REQUEST

APPROVAL BY THE RPR ENGINEER AT LEAST 72

HOURS BEFORE THE START OF EACH WORK

WINDOW.

3. THE CONTRACTOR SHALL NOT MOVE PERSONNEL,

VEHICLES, EQUIPMENT OR MATERIAL ONTO THE

MOVEMENT AREAS OF THE AOA WITHOUT THE RPR

ENGINEER'S PRIOR APPROVAL.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

FURNISHING, DEPLOYING, MAINTAINING,

RELOCATING, AND REMOVING THE NECESSARY

LOW PROFILE BARRICADES AS SHOWN ON THE

PLANS AND AS DIRECTED BY THE RPR ENGINEER.

5. WORK HOURS AND CLOSURE TIMES MAY BE

SUBJECT TO CHANGE BASED ON ACTUAL AIRCRAFT

OPERATIONS FOR THE LAST SCHEDULED ARRIVAL

AND DEPARTURE.

GENERAL PHASING NOTES:

1 05/15/2026 REVISED BID ADDITIVES

21-321-3

3-21

3-21

21 2121-321-3

3-21

3-21

21 2121-321-3 21-321-3

STOP

TW

Y H

TW

Y G

TWY A

TW

Y H

TW

Y D

TW

Y D

TWY A TWY A

TW

Y B

RWY 3-21RWY 3-21

TW

Y B

TW

Y F

CARGO

APRON

W

AI

KA

I S

TR

EE

T

AHUKINI ROAD

AHUKINI ROAD

GA APRON

TW

Y D

ATCT

LOT "A" CONTRACTOR STAGING

AREA APPROXIMATELY 10,000 SF.

60'X170'

TEMPORARY SOIL

STOCKPILE AREA.

14' MAXIMUM HEIGHT.

SIZE SHALL BE

ADEQUATE FOR UP TO

FIVE (5) SEPARATE

SOILS STOCKPILES OF

400 CY EACH.

CONTRACTOR'S

ACCESS GATE "D"

DURING THE DAY

CONTRACTOR'S

ACCESS GATE

DURING THE NIGHT

WORK SHIFT

HELICOPTER

FACILITY

FEMA LOT

T-HANGAR

WASH

RACK

KEAOLEWA STREET

AIR1

HANGAR

INSTALL STABILIZED

CONSTRUCTION

ENTRANCE AND EXIT.

SEE DETAIL 4/C-010

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

SE

R

S\

PH

AM

M

\O N

ED

R

IV

E

- A

EC

O M

\6

C

S1

7-

K

AU

AI

D

IS

TR

IC

T

D

ES

IG

N

D

O C

U M

EN

TS

\3

-9

\9

_C

AD

_G

IS

\9

_C

AD

\0 2-

PH

AS

IN

G

\S H

EE

TS

\P H

2.

D W

G

CONTRACTOR ACCESS,

STAGING AREAS, AND

HAUL ROUTES

PH002

CONTRACTOR ACCESS, STAGING AREAS, AND HAUL ROUTES

0200 200 400

SCALE: 1"=200'

LEGEND

CONTRACTOR STAGING

AREA

SOIL STAGING AREA

CONTRACTOR HAUL ROUTE

(NIGHT)

CONTRACTOR HAUL ROUTE

(DAY)

1. ADDITIONAL BMP MEASURES, SUCH AS WASH PADS,

MAY BE REQUIRED TO ENSURE THAT ALL PAVED

AREAS ARE KEPT CLEAN FOR THE DURATION OF THE

PROJECT.

2. CONTRACTOR SHALL COMPLY WITH CONSTRUCTION

SAFETY AND PHASING PLAN (CSPP) REQUIREMENTS.

3. ALL CONTRACTOR'S ACCESS GATES IN USE SHALL BE

MANNED BY BADGED ALLIED SECURITY PERSONNEL

(HIRED BY CONTRACTOR) THAT WILL BE REQUIRED

TO VERIFY THE IDENTITIES OF AUTHORIZED

CONSTRUCTION WORKERS AND INSPECT VEHICLES

IN ACCORDANCE WITH TSA AND AIRPORT

REQUIREMENTS.

4. SEE SHEETS C-101 TO C-103 FOR EXISTING

CONDITIONS.

5. PAYMENT FOR STAGING AREA PREPARATION AND

UTILITIES SHALL BE MADE AS PART OF

"MOBILIZATION".

6. CONTRACTOR SHALL PROVIDE BADGED PERSONNEL

AT ACCESS GATE AND AT ALL CONSTRUCTION SITE

ACCESS POINTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING DAMAGES TO EXISTING ROADS AS A

RESULT OF HAULING MATERIALS TO WORK AREA.

REPAIRS SHALL MATCH EXISTING ROAD MATERIALS

AND IS TO INCLUDE PAVEMENT MARKINGS IF

DAMAGED AS-WELL. ANY REPAIR EFFORTS ARE TO BE

TO THE SATISFACTION OF THE OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR SHALL PROVIDE EROSION CONTROL

MEASURES AS NECESSARY ALONG THE PERIMETER

OF THE STAGING AREA. SEE SHEET C-010 FOR

ENVIRONMENTAL NOTES.

9. CONTRACTOR SHALL MAINTAIN A LIHUE OPERATIONS

AND SECURITY APPROVED GUARD AT THE SITE

ACCESS GATE AT ALL TIMES WHEN IT IS IN USE. GATE

SHALL BE LOCKED WHEN NOT IN USE.

10.CONTRACTOR TO SMOOTH OUT STAGING AREAS AT

THE END OF THE PROJECT AND ENSURE POSITIVE

DRAINAGE.

11. ANY TEMPORARY STOCKPILING OF MATERIAL SHALL

BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT FROM AIRCRAFT OPERATIONS OR OTHER

SURFACE WIND CURRENTS. STOCKPILE LOCATIONS

SHALL BE RESTRICTED TO THE LOCATIONS AS

SHOWN ON THE PHASING PLANS. CONTRACTOR

SHALL OBTAIN HDOT-A ENVIRONMENTAL SECTION,

AIR-EE APPROVAL AND FOLLOW THEIR

REQUIREMENTS AND STANDARDS.

12.TEMPORARY SOILS STOCKPILE SHALL HAVE A

MAXIMUM HEIGHT OF 14'.

13.THE CONTRACTOR IS ADVISED THAT THERE MAY BE

LIMITED NIGHTTIME WORK HOURS DURING THE

SEASONAL SHEARWATER BIRD SEASON (SEPTEMBER

TO DECEMBER)

14.LIGHT TOWERS SHALL BE PROVIDED BY THE

CONTRACTOR FOR ALL NIGHTTIME WORK SPACED AT

NOT GREATER THAN 100 FEET. LIGHT TOWERS SHALL

BE SHIELDED AND DOWN POINTING LIGHTS, NOT BE

AIMED SUCH THAT THEY INTERFERE WITH PILOT

VISIBILITY OR TOWER PERSONNEL VISIBILITY.

FURTHER RESTRICTIONS (INCLUDING BIRD

MONITORING BY CERTIFIED STAFF) MAY BE

REQUIRED DURING SHEARWATER BIRD SEASON.

15.THE CONTRACTOR AND SOIL STAGING AREAS

INDICATED ARE APPROXIMATE AND FOR REFERENCE

ONLY. THE CONTRACTOR SHALL COORDINATE WITH

THE AIRPORT TO ESTABLISH AND CONFIRM THE

EXACT LIMITS OF THE STAGING AREA PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

TRAFFIC CONTROL NOTES:GENERAL NOTES:

1. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

SEE THAT ALL TRAFFIC CONTROL DEVICES ARE

PROPERLY INSTALLED AND MAINTAINED AT THE

PROJECT SITE IN ACCORDANCE WITH THE PLANS,

SPECIFICATIONS AND RELATED INDUSTRY

STANDARDS AND REGULATIONS. THE CONTRACTOR

SHALL SUBMIT FOR REVIEW A TRAFFIC CONTROL AND

BARRICADE PLAN FOR APPROVAL BY THE STATE.

2. TEMPORARY TRAFFIC SIGNAL DEVICES SHALL

CONFORM TO THE STATE OF HAWAII TYPICAL SIGN

AND MANUAL ON BARRICADE STANDARDS SHEETS

AND TO THE UNIFORM TRAFFIC CONTROL DEVICES.

3. THE CONTRACTOR MUST MAINTAIN ALL STREETS

WITHIN THE PROJECT LIMITS OPEN THROUGH

TRAFFIC BY REPAIRING TRENCHES, POTHOLES,

LEVELING UP WITH ASPHALT, ETC. AT NO DIRECT

PAYMENT, COST TO BE INCLUDED IN OTHER ITEMS.

4. ALL TEMPORARY TRAFFIC CONTROL DEVICES, ETC.,

SHALL BE PROVIDED BY THE CONTRACTOR WITHOUT

DIRECT PAYMENT, UNLESS OTHERWISE NOTED OR

STATED.

5. ANY DAMAGE TO PERMANENT TRAFFIC SIGNALS, THE

CONTROLLER BOX, LOOPS OR CONDUITS DURING OR

UPON COMPLETION OF THE PROJECT SHALL BE

REPAIRED OR REPLACED AT THE CONTRACTOR'S

EXPENSE. THE DECISION TO REPAIR, AS OPPOSED TO

REPLACE, THE DAMAGED EQUIPMENT SHALL BE MADE

BY THE ENGINEER.

6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING

ALL STREETS OUTSIDE OF THE PROJECT LIMITS

WHICH WERE DAMAGED BY CONSTRUCTION

ACTIVITIES. THE REPLACING SECTION MUST BE

APPROVED BY HDOTA. THERE WILL BE NO DIRECT

PAYMENT FOR THIS WORK. THE COST IS TO BE

INCLUDED IN OTHER ITEMS.

06/01/2026 ADDENDUM NO. 3

2CARGO

APRON

TW

Y

H

TW

Y

G

TW

Y

F

TW

Y

B

TWY A

GA APRON GA APRON

W

AI

KA

I S

TR

EE

T

KE

AO

LE

W

A

ST

R

EE

T

TL

N

T

AHUKINI ROAD

TYP

1 1

AIRBORNE

AVIATION

RELOCATED

HELICOPTER

PARKING

SEE SHEET PH102

SEE SHEET PH104

SEE SHEET PH103

TYP

TL

N

T

T- H

AN

G

AR

(B

LD

G

T- H

AN

G

AR

(B

LD

G

CONTROL

ACCESS GATE "D"

ATCT

AIR1

HANGAR

WASH

RACK

LIHUE AIRPORT BLDG

MAINTENANCE

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

SE

R

S\

PH

AM

M

\O N

ED

R

IV

E

- A

EC

O M

\6

C

S1

7-

K

AU

AI

D

IS

TR

IC

T

D

ES

IG

N

D

O C

U M

EN

TS

\3

-9

\9

_C

AD

_G

IS

\9

_C

AD

\0 2-

PH

AS

IN

G

\S H

EE

TS

\P H

1-

TO

-P

H

4.

D

W G

0100 100 200

SCALE: 1"=100'

PHASE 1 - NIGHTTIME (2000 TO 0500):

DURATION/WORK HOURS:

TEN (10) WORKING NIGHTS / 2000 TO 0500 HST

CONSTRUCTION WORK PRIORITIES:

1. REMOVE EXISTING NO PARKING STRIPING AND

CREATE AIRCRAFT TIE-DOWN SPACES. APPLY SEAL

COAT.

2. REMOVE EXISTING AIRCRAFT TIE-DOWN CABLES.

3. BLACK-OUT EXISTING MARKINGS AS SHOWN.

4. PAINT TEMPORARY BYPASS TAXILANE CENTERLINE

MARKINGS AS SHOWN.

5. INSTALL LOW-PROFILE BARRICADES AS SHOWN.

AIRFIELD NOTAMS:

1. CLOSE TAXILANE T1

2. CLOSE TAXILANE T2.

3. CLOSE TAXILANE BETWEEN TAXIWAY G AND TAXIWAY F

4. CLOSE TAXIWAY G BETWEEN RUNWAY 3-21 AND GA

APRON

5. CLOSE TAXIWAY F

6. NO ACCESS TO T-HANGAR BUILDING #410 AND #411 ON

GA RAMP FROM 2000 TO 0500

ATCT/OPERATION NOTES:

NONE

NON-STANDARD CONDITIONS:

1. TAXILANE CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY G AND TAXIWAY A INTERSECTION.

2. TAXILANE CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY F AND TAXIWAY A INTERSECTION.

PHASING CONSTRUCTION NOTES:

PAINT TAXILANE CENTERLINE MARKING

PER DETAIL 1/C-610

INSTALL LOW PROFILE BARRICADES

PER DETAIL 1/PH501

REFER TO CIVIL PLANS

BLACK-OUT MARKING

REMOVE AIRCRAFT

TIE-DOWN CABLES

PHASING DEMOLITION NOTES:

LOW PROFILE BARRICADES

BLACK-OUT/OBLITERATE MARKING

CONTRACTOR STAGING

AREA

CONTRACTOR HAUL ROUTE

(NIGHT)REFER TO CIVIL PLANS FOR STRIPING

AND TIE-DOWN ANCHOR IMPROVEMENTS5

PHASE 1

(2000 TO 0500)

PH101

PHASING NOTES:

LEGEND

1. DURING ACTIVE CONSTRUCTION, THE CONTRACTOR

SHALL CONTINUOUSLY MONITOR THE WORK AREA TO

REMOVE ANY FOD.

2. PRIOR TO THE END OF EACH SHIFT, THE CONTRACTOR

SHALL THOROUGHLY FOD SWEEP AND CLEAN THE

PAVEMENT SURFACE BEFORE REOPENING THE

TAXILANE/APRON. OBLITERATE MARKING3

PHASING DEMOLITION NOTES

(CON'T):

06/01/2026 ADDENDUM NO. 3

W

AI

KA

I S

TR

EE

T

KE

AO

LE

W

A

ST

R

EE

T

TL

N

T

AHUKINI ROAD

AIRBORNE

AVIATION

RELOCATED

HELICOPTER

PARKING

AT THE END OF

THE PAVEMENT

CONTRACTOR

STAGING AREA

TL

N

T

N: 54906.65 E: 1694164.48

N: 54749.43 E: 1693607.20

N: 54548.98 E: 1693809.18

LIHUE

AIRPORT BLDG

MAINTENANCE

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

SE

R

S\

PH

AM

M

\O N

ED

R

IV

E

- A

EC

O M

\6

C

S1

7-

K

AU

AI

D

IS

TR

IC

T

D

ES

IG

N

D

O C

U M

EN

TS

\3

-9

\9

_C

AD

_G

IS

\9

_C

AD

\0 2-

PH

AS

IN

G

\S H

EE

TS

\P H

1-

TO

-P

H

4.

D

W G

PHASE 1

(2000 TO 0500)

- ENLARGED 1

PH102040 40 80

SCALE: 1"=40'

PHASE 1 - NIGHTTIME (2000 TO 0500):

DURATION/WORK HOURS:

MATCHLINE (SEE SHEET PH103)

TEN (10) WORKING NIGHTS / 2000 TO 0500 HST

CONSTRUCTION WORK PRIORITIES:

1. REMOVE EXISTING NO PARKING STRIPING AND

CREATE AIRCRAFT TIE-DOWN SPACES. APPLY SEAL

COAT.

2. REMOVE EXISTING AIRCRAFT TIE-DOWN CABLES.

3. BLACK-OUT EXISTING MARKINGS AS SHOWN.

4. PAINT TEMPORARY BYPASS TAXILANE CENTERLINE

MARKINGS AS SHOWN.

5. INSTALL LOW-PROFILE BARRICADES AS SHOWN.

AIRFIELD NOTAMS:

1. CLOSE TAXILANE T1

2. CLOSE TAXILANE T2.

3. CLOSE TAXILANE BETWEEN TAXIWAY G AND TAXIWAY F

4. CLOSE TAXIWAY G BETWEEN RUNWAY 3-21 AND GA

APRON

5. CLOSE TAXIWAY F

6. NO ACCESS TO T-HANGAR BUILDING #410 AND #411 ON

GA RAMP FROM 2000 TO 0500

ATCT/OPERATION NOTES:

NONE

NON-STANDARD CONDITIONS:

1. TAXIWAY CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY G AND TAXIWAY A INTERSECTION.

2. TAXIWAY CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY F AND TAXIWAY A INTERSECTION.

PHASING NOTES:

1. DURING ACTIVE CONSTRUCTION, THE CONTRACTOR

SHALL CONTINUOUSLY MONITOR THE WORK AREA TO

REMOVE ANY FOD.

2. PRIOR TO THE END OF EACH SHIFT, THE CONTRACTOR

SHALL THOROUGHLY FOD SWEEP AND CLEAN THE

PAVEMENT SURFACE BEFORE REOPENING THE

TAXILANE/APRON.

PHASING CONSTRUCTION NOTES:

PAINT TAXILANE CENTERLINE MARKING

PER DETAIL 1/C-610

INSTALL LOW PROFILE BARRICADES

PER DETAIL 1/PH501

REFER TO CIVIL PLANS

BLACK-OUT MARKING

REMOVE AIRCRAFT

TIE-DOWN CABLES

PHASING DEMOLITION NOTES:

OBLITERATE MARKING3

LEGEND

REFER TO CIVIL PLANS FOR STRIPING

AND TIE-DOWN ANCHOR IMPROVEMENTS5

LOW PROFILE BARRICADES

BLACK-OUT/OBLITERATE MARKING

CONTRACTOR STAGING

AREA

CONTRACTOR HAUL ROUTE

(NIGHT)

TYP

TW

Y

G

TW

Y

F

5' TYP

5' TYP

TWY A

TL

N

T

GA APRON

TYP1

TYP1

TYP1

TL

N

T

BC

N: 54502.98

E: 1693866.97

EC

N: 54505.61

E: 1693913.51 BC

N: 54806.93

E: 1694214.97

EC

N: 54806.95

E: 1694264.43

BC

N: 54641.77

E: 1694430.01

EC

N: 54617.08

E: 1694440.29

N: 54407.07 E: 1693879.17

N: 54434.81 E: 1693906.70

N: 54442.62 E: 1694001.53

N: 54389.98 E: 1694055.03

N: 54257.39 E: 1694052.17

N: 54259.94 E: 1693939.07

R35

R35'

T- H

AN

G

AR

(B

LD

G

T- H

AN

G

AR

(B

LD

G

R3 5'

AIR1

HANGAR

N: 54189.14 E: 1694084.20

N: 54365.24 E: 1694191.31

N: 54535.63 E: 1694363.85

BC

N: 54683.30

E: 1694388.38

R35'

ATCT

WASH

RACK

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

Licensed Expiration Date 04/30/2028

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

HT MP KK DY

ADVERTISING &

BIDDING PHASE

APRIL 13, 2026

TAXILANE "T1"

EXTENSION

CK1627-33

SE

R

S\

PH

AM

M

\O N

ED

R

IV

E

- A

EC

O M

\6

C

S1

7-

K

AU

AI

D

IS

TR

IC

T

D

ES

IG

N

D

O C

U M

EN

TS

\3

-9

\9

_C

AD

_G

IS

\9

_C

AD

\0 2-

PH

AS

IN

G

\S H

EE

TS

\P H

1-

TO

-P

H

4.

D

W G

PH103

M

AT

C H

LI

N

E (S

EE

S

H

EE

T

PH

4)

MATCHLINE (SEE SHEET PH102)

040 40 80

SCALE: 1"=40'

PHASE 1 - NIGHTTIME (2000 TO 0500):

DURATION/WORK HOURS:

TEN (10) WORKING NIGHTS / 2000 TO 0500 HST

CONSTRUCTION WORK PRIORITIES:

1. REMOVE EXISTING NO PARKING STRIPING AND

CREATE AIRCRAFT TIE-DOWN SPACES. APPLY SEAL

COAT.

2. REMOVE EXISTING AIRCRAFT TIE-DOWN CABLES.

3. BLACK-OUT EXISTING MARKINGS AS SHOWN.

4. PAINT TEMPORARY BYPASS TAXILANE CENTERLINE

MARKINGS AS SHOWN.

5. INSTALL LOW-PROFILE BARRICADES AS SHOWN.

AIRFIELD NOTAMS:

1. CLOSE TAXILANE T1

2. CLOSE TAXILANE T2.

3. CLOSE TAXILANE BETWEEN TAXIWAY G AND TAXIWAY F

4. CLOSE TAXIWAY G BETWEEN RUNWAY 3-21 AND GA

APRON

5. CLOSE TAXIWAY F

6. NO ACCESS TO T-HANGAR BUILDING #410 AND #411 ON

GA RAMP FROM 2000 TO 0500

ATCT/OPERATION NOTES:

NONE

NON-STANDARD CONDITIONS:

1. TAXIWAY CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY G AND TAXIWAY A INTERSECTION.

2. TAXIWAY CENTERLINE MARKING IS VISIBLE LEADING TO

CLOSED AREA AT TWY F AND TAXIWAY A INTERSECTION.

PHASING NOTES:

1. DURING ACTIVE CONSTRUCTION, THE CONTRACTOR

SHALL CONTINUOUSLY MONITOR THE WORK AREA TO

REMOVE ANY FOD.

2. PRIOR TO THE END OF EACH SHIFT, THE CONTRACTOR

SHALL THOROUGHLY FOD SWEEP AND CLEAN THE

PAVEMENT SURFACE BEFORE REOPENING THE

TAXILANE/APRON.

PHASING CONSTRUCTION NOTES:

PAINT TAXILANE CENTERLINE MARKING

PER DETAIL 1/C-610

INSTALL LOW PROFILE BARRICADES

PER DETAIL 1/PH501

REFER TO CIVIL PLANS

BLACK-OUT MARKING

REMOVE AIRCRAFT

TIE-DOWN CABLES

PHASING DEMOLITION NOTES:

OBLITERATE MARKING3

LEGEND

REFER TO CIVIL PLANS FOR STRIPING

AND TIE-DOWN ANCHOR IMPROVEMENTS5

LOW PROFILE BARRICADES

BLACK-OUT/OBLITERATE MARKING

CONTRACTOR STAGING

AREA

CONTRACTOR HAUL ROUTE

(NIGHT)

PHASE 1

(2000 TO 0500)

- ENLARGED 2

06/01/2026 ADDENDUM NO. 3

TW

Y

B

TWY A

GA APRON

N: 54798.18 E: 1694365.27

N: 54860.32 E: 1694303.02

N: 54815.84 E: 1694361.76

N: 54867.52 E: 1694310.21

N: 54940.83 E: 1694383.34

N: 54889.43 E: 1694435.18

N: 54763.25 E: 1694446.34

N: 54710.28 E: 1694499.44

N: 54881.68 E: 1694448.62

N: 54943.83 E: 1694386.33

EC

N: 54695.90 E: 1694445.91

R 35'

AT

LIHUE AIRPORT

LIHUE, KAUAI, HAWAII

This work was prepared by me or under my supervision.

PROFESSIONAL

U.

PE-17779

ENGINEER

WA

A II A.

S.

LICENSED

H

License…