FINAL PLANS CM1530 33.pdf

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

Licensed Expiration Date 04/30/2028

DATE

PROJECT TEAM

STRUCTURAL: SSFM

SSFM INTERNATIONAL, INC.

601 SUMNER ST., STE 620

808-531-1308

AIRPORT VICINITY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

APPROVED:

DATEFOR DIRECTOR OF TRANSPORTATION

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

HAWAII

MAUI

KAHOOLAWE

LANAI

MOLOKAI

OAHU

KAUAI

NIIHAU

Upolu Airport

Waimea-Kohala Airport

Hilo International Airport

Kalaupapa Airport Molokai Airport

Kahului Airport

Lanai Airport Hana Airport

Dillingham Airfield

Lihue Airport

Port Allen Airport

P a c i f i c O c e a n

Kapalua Airport

Kalaeloa Airport

Daniel K. Inouye International Airport

Ellison Onizuka Kona International Airport At Keahole

P a c i f i c O c e a n

North

South

EastWest

NENW

SESW

DEPARTMENT OF TRANSPORTATION

AIRPORTS

PLANS FOR

ATAT

STATE OF HAWAII

CIVIL: SSFM

SSFM INTERNATIONAL, INC.

601 SUMNER ST., STE 620

808-531-1308

APRON RECONSTRUCTION

PHASE 1

PROJECT NO. CM1530-33

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

August , 2026

APRON RECONSTRUCTION

PHASE 1

CM1530-33

COVER SHEET,

VICINITY MAP,

PROJECT TEAM

08/19/2026

1 OF 23 SHEETS

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PROJECT AREA

PROJECT LOCATION

KA

T HLEE N Y . W ONG

HA W A II, U.S .A

LICENSED

PROFESSIONAL

ENGINEER

No. 10469-S

KA

T HLEE N Y . W ONG

HA W A II, U.S .A

LICENSED

PROFESSIONAL

ENGINEER

No. 10469-S

Adam Tolentino for 09/04/2026 https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAA01ctammYSuRTgyIv2JnlYXGm8ArgP_kP

G-002

INDEX TO DRAWINGS

AND QUANTITY

SUMMARY TABLE

SHT NO. DWG NO. SHEET TITLE

1 G-001 COVER SHEET, VICINITY MAP, AND PROJECT TEAM

2 G-002 INDEX TO DRAWINGS AND QUANTITY SUMMARY TABLE

3 G-003 GENERAL NOTES

CIVIL

4 C-001 EROSION CONTROL NOTES AND DETAILS

5 C-101 EROSION CONTROL PLAN - PHASE 1B

6 C-102 EROSION CONTROL PLAN - PHASE 1A

STRUCTURAL

7 S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

8 S-002 DAMAGE SCHEDULE

9 S-003 DAMAGE SCHEDULE

10 S-101 OVERALL SITE PLAN

11 S-102 APRON DAMAGE PLAN

12 S-103 HOLDROOM F PLAN

13 S-201 EXTERIOR ELEVATIONS HOLDROOM F SERVICE YARD SIDE

14 S-202 EXTERIOR ELEVATIONS HOLDROOM F KAHULUI SIDE

15 S-203 EXTERIOR ELEVATIONS HOLDROOM F KAHULUI AND MAKAI SIDE

16 S-501 HOLDROOM REPAIR DETAILS

17 S-502 APRON REPAIR DETAILS

18 S-503 REINFORCING BAR REPAIR DETAILS

CONSTRUCTION SAFETY AND PHASING PLAN

19 SK-1.0 OVERALL SITE ACCESS AND HAUL ROUTE PLAN (PHASE I)

20 SK-1.1AW GATE 39 ACCESS AND HAUL ROUTE PLAN (PHASE IA) WORKING

AREA

21 SK-1.1AN GATE 39 ACCESS AND HAUL ROUTE PLAN (PHASE IA)

NON-WORKING AREA

22 SK-1.1BW GATE 35 ACCESS AND HAUL ROUTE PLAN (PHASE IB) WORKING

AREA

23 SK-1.1BN GATE 35 ACCESS AND HAUL ROUTE PLAN (PHASE IB)

NON-WORKING AREA

INDEX TO DRAWINGS

ESTIMATED QUANTITIES SUMMARY TABLE

ITEM QTY UNIT

CONCRETE REHABILITATION OF SPALL AND DELAMINATIONS:

HOLDROOM F 273 SQ. FT

CONCRETE CRACK REPAIR: HOLDROOM F 491 LIN. FT

CMU CRACK REPAIR: HOLDROOM F 12 LIN. FT

REINFORCING STEEL FOR CONCRETE REPAIRS 410 LBS

CONCRETE REHABILITATION OF SPALL AND VOID: APRON 15 SQ. FT

CONCRETE CRACK REPAIR: APRON 117 LIN. FT.

NOTES:

1. QUANTITIES LISTED IN DAMAGE SCHEDULE ON S-002 AND S-003 WERE DETERMINED AT

THE TIME OF INVESTIGATION, APRIL 2024. CONTRACTOR MUST VERIFY ALL QUANTITIES

AND LOCATIONS. NOTIFY THE STATE ENGINEER OF ANY DISCREPANCIES.

2. DAMAGE QUANTITIES HAVE BEEN INCREASED BY A FACTOR OF 1.25 FOR BIDDING AND

COST ESTIMATION PURPOSES.

3. FOR BIDDING PURPOSES, IT IS ASSUMED TO REPLACE 1.5 POUNDS OF STEEL

REINFORCEMENT PER SQUARE FOOT OF CONCRETE SPALL IN ALL HOLDROOM AREAS.

IMMEDIATELY NOTIFY THE STATE ENGINEER ON VERIFIED QUANTITIES PRIOR TO

COMMENCING WORK.

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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LICENSED

PROFESSIONAL

ENGINEER

No. 10469-S

GENERAL NOTES

A. THE CONTRACTOR SHALL PROVIDE COMPLETE PROJECT SYSTEMS

AND COMPONENTS AND COMPLY WITH ALL REQUIREMENTS

INDICATED ON THE PROJECT DOCUMENTS.

B. WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT

DOCUMENTS, AND COMPLY WITH ALL APPLICABLE BUILDING CODE,

REGULATION, & ORDINANCE REQUIREMENTS. OCCUPANTS

ADJACENT TO THE PROJECT AREA BOUNDARIES SHALL CONTINUE

UNINTERRUPTED OCCUPANCY DURING CONSTRUCTION OF THE

PROJECT.

C. VERIFY FIELD CONDITIONS AND COORDINATION WITH THE PROJECT

DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK.

D. COORDINATE THE WORK WITH ALL REQUIREMENTS INDICATED IN

THE PROJECT DOCUMENTS.

E. WORK HOURS SHALL BE PERFORMED AT THE PROJECT SITE

BETWEEN 12AM-6AM, UNLESS OTHERWISE APPROVED BY STATE

PROJECT MANAGER.

F. COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS, AND

SYSTEMS PROVIDED BY THE OWNER.

G. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

COORDINATION OF THE VARIOUS TRADES PERFORMING THE WORK.

CONTRACTOR SHALL SUBMIT FOR REVIEW COMPLETE, COMPOSITE

COORDINATION SHOP DRAWINGS ILLUSTRATING THE EXTEND AND

POSITION OF EACH COMPONENT OF THE WORK SO AS TO AVOID

CONFLICT AND TO MAINTAIN REQUIRED SERVICE ACCESS AND

CODE REQUIRED CLEARANCES. NO WORK SHALL BE PERFORMED

UNTIL REFERENCED COORDINATION SHOP DRAWINGS HAVE BEEN

REVIEWED WITH NO EXCEPTION TAKEN.

H. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW

OR EXISTING STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO

DETAILED IN THE DRAWINGS OR REVIEWED AND ACCEPTED BY

STATE ENGINEER.

I. THE CONTRACTOR IS TO NOTIFY THE STATE ENGINEER

IMMEDIATELY REGARDING ANY CONFLICTS IN THE DRAWINGS OR

SPECIFICATIONS. FOR BIDDING PURPOSES, THE CONTRACTOR IS TO

NOTE THE FOLLOWING: WHEN INFORMATION IS IN CONFLICT WITHIN

OR BETWEEN THE DRAWING AND SPECIFICATIONS, THE

CONTRACTOR IS TO ASSUME THE MOST STRINGENT CASE.

J. PRIOR TO START OF WORK, THE CONTRACTOR SHALL CAREFULLY

INSPECT AND VERIFY ALL CONDITIONS SHOWN ON THE CONTRACT

DRAWINGS. IF WORK CAN NOT BE PERFORMED AS SHOWN, THE

CONTRACTOR SHALL NOTIFY THE STATE ENGINEER IMMEDIATELY.

WORK PERFORMED AFTER SUCH DISCOVERY UNLESS AUTHORIZED

BY THE STATE ENGINEER, SHALL BE DONE AT THE CONTRACTOR'S

RISK.

K. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITIES

SERVING EXISTING FACILITIES, EXCEPT WHEN AUTHORIZED IN

WRITING BY THE STATE ENGINEER AND ALL AUTHORITIES HAVING

JURISDICTION. PROVIDE TEMPORARY SERVICES DURING

CONSTRUCTION ACTIVITIES ACCEPTABLE TO OWNER AND

GOVERNING AUTHORITIES.

L. THE CONTRACTOR SHALL KEEP ALL EXITS READILY ACCESSIBLE

AND UNOBSTRUCTED AT ALL TIMES.

M. ALL DETAILS SHOWN ON DRAWINGS ARE TO BE APPLIED, WHETHER

CALLED OUT OR NOT. IN CASE OFF A CONFLICT, THE 'G' SERIES IS

TO GOVERN. NOTIFY THE STATE ENGINEER BEFORE PROCEEDING

WITH THE WORK IN CASE OF A CONFLICT.

N. THE CONTRACTOR SHALL MAINTAIN PROPER ACCESS FOR FIRE

DEPARTMENT VEHICLES AND EQUIPMENT AT ALL TIMES. ANY

CHANGES MADE TO FIRE DEPARTMENT ACCESS ROUTES SHALL BE

REVIEWED AND APPROVED BY FIRE DEPARTMENT AUTHORITIES

HAVING JURISDICTION PRIOR TO CHANGING ACCESS ROUTING.

O. AIRPORT OPERATIONS SHALL BE CLOSED WITHIN THE CURRENT

PHASE LIMITS DURING CONSTRUCTION PERIOD. ALL OTHER

AIRPORT OPERATIONS SHALL BE KEPT IN FULL OPERATION

THROUGHOUT THE CONSTRUCTION PERIOD. ANY WORK THAT WILL

DISRUPT OPERATIONS SHALL BE COORDINATED WITH THE STATE

ENGINEER. NOISY WORK, ACTIVITIES CAUSING VIBRATION AND/OR

SIMILAR DISRUPTIVE ACTIONS SHALL BE SCHEDULED AT TIMES

ACCEPTABLE TO THE STATE ENGINEER.

P. THE CONTRACTOR SHALL PROVIDE SOUND, DUST AND SIGHT

BARRIERS AS REQUIRED AND DESCRIBED IN THE SPECIFICATIONS

TO PROTECT THE EXISTING TERMINAL DURING CONSTRUCTION. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXTENT AND LOCATION OF THESE BARRIERS TO LIMIT THE

PASSAGE OF DUST AND NOISE TO THE EXISTING TERMINAL.

Q. IN AREAS REQUIRING REMODELING, THE USE OF 'VISQUEEN' OR

SIMILAR TYPE OF MATERIAL AS TEMPORARY CONSTRUCTION

BARRIER IS NOT PERMITTED. TEMPORARY CONSTRUCTION

BARRIERS SHALL MEET THE SAME FIRE RATING AS THE PERMANENT

PARTITION.

R. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL

DIMENSIONS, DETAILS AND (EXISTING) CONDITIONS OF THE

PROJECT. ANY DISCREPANCIES SHALL BE REPORTED TO THE STATE

ENGINEER FOR THE RESOLUTION PRIOR TO FABRICATIONS

INSTALLATION OF AFFECTED BUILDING COMPONENTS.

S. WHERE LOCAL AND COUNTY CODES ARE MORE RESTRICTIVE THAN

2021 IBC REQUIREMENTS THE LOCAL CODES WILL BE ENFORCED BY

THE STATE ENGINEER.

T. ALL CHANGE ORDERS AND/OR ADDITIONS TO THE WORK MUST BE

APPROVED BY THE STATE ENGINEER PRIOR TO CONSTRUCTION.

U. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TSA

INSPECTIONS AS REQUIRED BY THE TRANSPORTATION SECURITY

ADMINISTRATION (TSA).

V. THIS PROJECT SHALL BE PHASED TO PROVIDE UNINTERRUPTED

OPERATION OF THE AIRPORT OPERATIONS. IN PARTICULAR, THE

AIRPORT MUST BE ABLE TO SCREEN PASSENGERS EACH DAY, AND

MAINTAIN EXISTING PASSENGER SERVICE LEVELS.

DEFINITIONS

A. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR

SHALL APPLY THIS DETAIL TO EVERY LIKE CONDITION WHETHER OR

NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. WHEN A

NOTE IS A IDENTIFIED AS TYPICAL (TYP), THE CONTRACTOR SHALL

APPLY THIS NOTE TO EVERY LIKE CONDITION (REPRESENTED

GRAPHICALLY OR NOT) WHETHER OR NOT THE REFERENCE IS

REPEATED IN EVERY INSTANCE.

B. "SIMILAR" INDICATES COMPLETE SYSTEM AND COMPONENTS SHALL

BE PROVIDED COMPARABLE TO THE CHARACTERISTICS FOR THE

CONDITION NOTED.

C. "AS REQUIRED" INDICATES COMPONENTS REQUIRED TO COMPLETE

THE NOTED, SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS,

SHALL BE PROVIDED.

D. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF

MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION TO

ADJACENT MATERIALS.

DIMENSIONS

A. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE

STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE OF

CMU WALL, FACE OF PARTITION FINISH, UON.

B. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR

ELEVATION TO FACE OF FINISHED MATERIAL AT THE DIMENSION

POINT, UNLESS NOTED ABOVE FINISH FLOOR - "AFF".

C. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE

REQUIRED SIZE, CLEARANCE, AND DIMENSIONAL RELATIONSHIP

BETWEEN PROJECT SYSTEMS AND COMPONENTS. DIMENSIONS

SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

DRAWING SET ORGANIZATION

A. EACH DRAWING SET SHEET IS IDENTIFIED BY THE SHEET NUMBER IN

THE LOWER RIGHT HAND CORNER OF THE DRAWING TITLE BLOCK.

THE SHEET TITLE PROVIDES A GENERAL DESCRIPTION OF THE

CONTENTS OF THE SHEET.

SHEET NUMBER EXAMPLE: A-201

"A" INDICATES THE DISCIPLINE THAT CREATED THE DRAWING

"2" INDICATES THE DRAWING CATEGORY CONTAINED ON THE SHEET

"01" INDICATES THE SHEET NUMBER

B. DRAWING SET INDEX INDICATES THE COMPLETE LIST OF SHEETS

CONTAINED IN THE DRAWING SET, INDEXED BY DISCIPLINE, SHEET

NUMBER AND SHEET TITLE, IN SEQUENTIAL ORDER. NOTE THAT ALL

SEQUENTIAL SHEET NUMBERS MAY BE NOT USED IN THE DRAWING

SET.

C. DISCIPLINE IDENTIFICATION, IN ORDER BOUND IN THE DRAWING

SET. REFER TO THE DRAWING SET INDEX FOR DISCIPLINE

CONTAINED IN THIS DRAWING SET:

T TITLE

G GENERAL INFORMATION

S STRUCTURAL

C CIVIL

SK CONSTRUCTION SAFETY AND PHASING PLAN

D. DRAWING CATEGORY IDENTIFICATION. REFER TO THE DRAWING

SET INDEX FOR DISCIPLINES, CATEGORIES, AND SHEET NUMBERS

CONTAINED IN THIS DRAWING SET.

G-003

GENERAL NOTES

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

August, 2026

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PHASE 1

CM1530-33

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LICENSED

PROFESSIONAL

ENGINEER

2' -0

PLACE GEOTEXTILE

FABRIC UNDER

ADAPTER SKIRT

RETRIEVAL STRAP

OVERFLOW (TO BYPASS

PEAK STORM VOLUMES)

ADAPTER SKIRT

INLET GRATE

GEOTEXTILE

FABRIC

SEDIMENT

ACCUMULATION NOTE:

3'-0"4'-0"

PROTECTED AREA

WORK AREA

WORK AREA

RUNOFF FLOW

RUNOFF FLOW6" MIN. OVERLAP

OR PER SPEC.

PROTECTED AREA

LIMITS OF GRADING

AND/OR GRUBBING

SANDBAG

MIN. LENGTH=18"

MIN. WIDTH=12"

MIN. THICKNESS=3"

PLACE EVERY 6' TYP.

SANDBAG TO

SECURE EACH END

PROTECTED AREA

10" SOCK BARRIER

(MULTI-FILAMENT

POLYPROPYLENE)

WORK AREA

RUNOFF FLOW

FILTER SOCK

FILTER SOCK

SANDBAG

MIN. LENGTH=18"

MIN. WIDTH=12"

MIN. THICKNESS=3"

PLACE EVERY 6' TYP.

1. CONTRACTOR SHALL REFER TO THE "CONSTRUCTION ACTIVITIES

BEST MANAGEMENT PRACTICE MANUAL" DATED JUNE 2024, FOR BEST

MANAGEMENT PRACTICES DETAILS AND SPECIFICATIONS.

2. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE THE EXPOSURE

TIME OF CLEARED SURFACE AREA.

3. ALL CONTROL MEASURES SHALL BE CHECKED REGULARLY AND

REPAIRED AS NECESSARY.

4. PROVIDE CONSTRUCTION ENTRANCE FOR EACH INGRESS AND

EGRESS.

5. TIMING OF CONTROL MEASURE IMPLEMENTATION SHALL BE IN

ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN IF

SUCH PLAN IS REQUIRED. AT A MINIMUM, DISTURBED AREAS OF

CONSTRUCTION SITES THAT WILL NOT BE RE-DISTURBED FOR

TWENTY-ONE DAYS OR MORE WILL BE STABILIZED (GRASSES OR

GRAVELED) BY NO LATER THAN THE FOURTEENTH DAY AFTER LAST

DISTURBANCE.

6. STORM WATER FLOWING TOWARD THE CONSTRUCTION AREA SHALL

BE DIVERTED BY USING APPROPRIATE CONTROL MEASURES AS

PRACTICAL.

7. ALL BMPS TO BE COORDINATED WITH CONSTRUCTION SEQUENCING.

8. ADDITIONAL DUST FENCE MAY BE REQUIRED AND SPECIFIC

LOCATIONS SHALL BE DETERMINED AT THE TIME THE

PRE-CONSTRUCTION MEETING IS HELD.

9. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION FOR

EXISTING CATCH BASINS, DURING CONSTRUCTION AND UNTIL

CONSTRUCTION AREA IS STABILIZED AND FINAL GRADES ARE

ACHIEVED.

10. DUST CONTROL SHOULD BE APPLIED TO REDUCE DUST EMISSIONS.

CONTRACTOR TO SPRAY WATER AS NECESSARY.

11. ALL STORM DRAIN INLETS ON SITE, AND THOSE OFFSITE WHICH MAY

RECEIVE RUNOFF FROM THE SITE, SHALL USE AN INLET PROTECTION

DEVICE.

12. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED PRIOR

TO REMOVING EROSION AND SEDIMENT MEASURES. ALL TEMPORARY

EROSION AND SEDIMENT MEASURES SHALL BE REMOVED WITHIN 30

DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY

MEASURES ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND

AREAS OF DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF

THE TEMPORARY MEASURES SHALL BE IMMEDIATELY PERMANENTLY

STABILIZED.

13. SAWCUT AND BORING SLURRY GENERATED BY CRACK, VOID/SPALL,

AND MAP CRACKING REPAIR OPERATIONS SHALL BE COLLECTED OR

VACUUMED AND REMOVED FROM THE SITE. STORM DRAINS SHALL BE

COVERED OR BARRICADED DURING SAWCUTTING TO CONTAIN

SLURRY, AND SAWCUTTING SHALL BE AVOIDED DURING WET

WEATHER. SLURRY MAY BE PLACED IN A TEMPORARY PIT OR

CONTAINER TO PROMOTE EVAPORATION AND SHALL BE DISPOSED OF

IN ACCORDANCE WITH SO-3 (MILLING AND PAVING OPERATIONS) AND

WM-8 (CONCRETE WASTE MANAGEMENT) OF THE REFERENCED BMP

MANUAL.

BMPS SEQUENCE OF WORK NOTES:

1. INSTALL DUST BARRIERS, SILT SCREENS, DRAIN INLET PROTECTION,

AND CONSTRUCTION ENTRANCES/EXITS, AND ANY OTHER

PRELIMINARY STRUCTURAL BMPS AS PLANNED OR NEEDED.

2. COMPLETE CONSTRUCTION OF THE FIRST PHASE OR INCREMENT AS

PLANNED. MODIFY BMPS AS NEEDED.

3. REMOVE TEMPORARY STRUCTURAL BMPS ONLY UPON

ESTABLISHMENT OF PERMANENT STABILIZATION MEASURES.

BMPS MAINTENANCE NOTES:

1. DUST CONTROL MEASURES REQUIRED FREQUENT, OFTEN DAILY,

ATTENTION.

2. INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY

FOR CONDITION OF SURFACE. ADD NEW GRAVEL AS NEEDED. CHECK

ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND

SEDIMENTATION WEEKLY AND AFTER EACH RAINFALL EVENT.

MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION.

SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.

3. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER

EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

4. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,

DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.

REPLACE BURLAP EVERY 60 DAYS.

5. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE

ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE

PRESSURE ON THE FENCE. AVOID UNDERMINING THE FENCE DURING

CLEANING.

6. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT

DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER

THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY

STABILIZED.

C-001

EROSION CONTROL

NOTES AND DETAILS

EROSION CONTROL NOTES AND BEST

MANAGEMENT PRACTICES (BMPS):

NOT TO SCALE

FILTER SOCK DETAIL1

C001

NOT TO SCALE

DRAIN INLET PROTECTION DETAIL2

C001

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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FILTER SOCK

SEE DET.

AREA OF WORK TYP.

CRACK REPAIR,

SEE STRUCTURAL DWGS

PHASE WORK

AREA LIMITS

MAP CRACKING,

SEE STRUCTURAL DWGS

VOID/SPALL,

SEE STRUCTURAL DWGS

INLET PROTECTION

SEE DET.

C-101

EROSION CONTROL

PLAN - PHASE 1B

INLET PROTECTION

FILTER SOCK

PLAN

NORTH

FLOW ARROW

PHASE WORK AREA LIMITS

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

August, 2026

APRON RECONSTRUCTION

PHASE 1

CM1530-33

08/19/2026

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PLAN

NORTH

PARK

PARK

PARK

PARK

PARK

PARK PARK

PARK PARKPARK

PARK

PARK

PARKPARK

PARK

PARK

KEY PLAN

C-101

PHASE 1B WORK AREA LIMITS PHASE 1A WORK AREA LIMITS

FILTER SOCK

SEE DET.

AREA OF WORK TYP.

CRACK REPAIR,

SEE STRUCTURAL DWGS

PHASE WORK

AREA LIMITS

INLET PROTECTION

SEE DET.

VOID/SPALL, SEE

STRUCTURAL DWGS

C-102

EROSION CONTROL

PLAN - PHASE 1A

INLET PROTECTION

FILTER SOCK

PLAN

NORTH

FLOW ARROW

PHASE WORK AREA LIMITS

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

August, 2026

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CM1530-33

08/19/2026

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KEY PLAN

C-102

PHASE 1B WORK AREA LIMITS PHASE 1A WORK AREA LIMITS

STRUCTURAL GENERAL NOTES

A. SEE SPECIFICATIONS, SPECIAL NOTES ON DRAWINGS, AND

OTHER CONTRACT DOCUMENTS.

B. DISCREPANCIES - CONTRACTOR SHALL VERIFY ALL DIMENSIONS

AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES IN

WRITING TO THE STATE ENGINEER BEFORE COMMENCING WORK

OR ORDERING MATERIALS.

C. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021

INTERNATIONAL BUILDING CODE.

D. DETAILS SHOWN ON THE DRAWINGS SHALL BE TYPICAL FOR ALL

SIMILAR CONDITIONS. MODIFY DETAILS FOR SPECIAL

CONDITIONS AS DIRECTED BY THE STATE ENGINEER. IF

CONDITIONS ARE NOT AS SHOWN ON DRAWINGS, CONTRACTOR

SHALL NOTIFY STATE ENGINEER IMMEDIATELY.

E. SCOPE OF WORK: REPAIR DETERIORATED EXTERIOR CONCRETE

AND CONCRETE MASONRY UNIT SURFACES OF HOLDROOM F AS

WELL AS CONCRETE APRON REPAIR FOR THAT RESPECTIVE

ADJACENT AREA.

F. PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2021,

CHAPTER 17. THIS INCLUDES PERIODIC INSPECTION OF:

1. REINFORCEMENT PLACEMENT

2. INSPECT ANCHORS POST-INSTALLED IN CONCRETE

3. REINFORCING BAR WELDING

CONSTRUCTION NOTES

A. NEITHER THE PROFESSIONAL ACTIVITIES OF SSFM

INTERNATIONAL, INC. (SSFM), NOR THE PRESENCE OF SSFM OR

SSFM'S EMPLOYEES AT A CONSTRUCTION SITE, SHALL RELIEVE

THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR

OBLIGATIONS, DUTIES, AND RESPONSIBILITIES INCLUDING, BUT

NOT LIMITED TO, CONSTRUCTION MEANS, METHODS,

SEQUENCES, TECHNIQUES, OR PROCEDURES NECESSARY FOR

PERFORMING, SUPERINTENDING, OR COORDINATING ALL

PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY

PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. SSFM

AND SSFM'S PERSONNEL HAVE NO AUTHORITY TO EXERCISE

ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR

OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH

THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS.

B. THE CONTRACTOR SHALL NOTIFY THE STATE ENGINEER AT

LEAST 48 HOURS IN ADVANCE FOR REVIEW AND OBSERVATION

OF REINFORCING AND CONCRETE POURS.

C. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF AND

VERIFY THE ACTUAL EXISTING CONDITIONS OF HOLDROOM F

AND ITS ADJACENT APRON PRIOR TO COMMENCING WORK.

D. CERTAIN WORK, INCLUDING BUT NOT LIMITED TO UTILITY

SHUT-DOWNS AND WORK OUTSIDE THE CONSTRUCTION FENCE

LIMITS, SHALL BE PERFORMED AT NIGHT. NIGHT WORK SHALL BE

PERFORMED BETWEEN THE HOURS OF 12:00AM TO 5:00AM. ANY

WORK PERFORMED DURING HOLIDAYS MUST BE PRESENTED TO

THE AIRPORT 3 WEEKS PRIOR TO APPROVAL. COVER TRENCHES

WITH STEEL PLATES EACH DAY.

E. THIS IS AN OPERATING AIRPORT. THE CONTRACTOR SHALL

CONDUCT ALL OPERATIONS IN A MANNER THAT WILL CAUSE NO

INTERFERENCE WITH AIRPLANE TRAFFIC OR NORMAL

OPERATION OF THE AIRPORT. IN ALL OPERATIONS, THE

CONTRACTOR SHALL BE GOVERNED BY THE REGULATIONS AND

RULES OF KAHULUI AIRPORT, AND SHALL COOPERATE FULLY

WITH THE STATE ENGINEER AND AIRPORT OPERATIONS.

F. AIRPORT OPERATIONS WILL NOTIFY THE CONTRACTOR OF ANY

UNSCHEDULED FLIGHTS THAT WILL BE ARRIVING OR DEPARTING.

THE CONTRACTOR SHALL TEMPORARILY STOP WORK IN

SPECIFIC AREAS THAT WOULD AFFECT THE FLIGHT AND

PASSENGER OPERATIONS AT THE AIRPORT OR TERMINAL. WHEN

THE OPERATIONS HAVE BEEN COMPLETED, AIRPORT

OPERATIONS WILL NOTIFY THE CONTRACTOR TO RESUME THE

WORK. NOTICE TO THE CONTRACTOR WILL BE ISSUED AT LEAST 1

HOUR PRIOR TO REQUIRED WORK STOPPAGE.

G. ALL EQUIPMENT AND MATERIALS SHALL BE STORED OFF

AIRPORT PROPERTY, OR IN DESIGNATED LAY-DOWN AREAS ON

THE AIRPORT PROPERTY UNTIL THEY ARE TO BE USED IN THE

WORK. EQUIPMENT AND MATERIALS LOCATED ON AIRPORT

PROPERTY, BUT NOT BEING USED, SHALL BE LEFT AT LOCATIONS

TO BE APPROVED BY THE STATE ENGINEER AND AIRPORT

OPERATIONS. ALL OTHER OPERATIONS OF THE CONTRACTOR

SHALL BE CONFINED TO THE AREAS SHOWN ON THESE

DOCUMENTS, OR AUTHORIZED BY THE STATE ENGINEER.

H. THE AIRPORT HAS OTHER CONSTRUCTION PROJECTS WHICH

MAY OCCUR AT THE SAME TIME AS THIS PROJECT. THE

CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS

ON THE SITE AND SHALL CAUSE NO DISRUPTION TO ANY OF THE

CONSTRUCTION WORK.

I. THE CONTRACTOR SHALL ABIDE BY FAA ADVISORY CIRCULAR

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING

CONSTRUCTION".

J. ALL WORK IN THE SECURE AREAS OF THE AIRPORT REQUIRE

BADGES OR ESCORTED WORKERS.

K. CONTRACTOR SHALL SUBMIT A SINGLE COMPATIBLE REPAIR

SYSTEM FOR EACH TYPE OF REPAIR RATHER THAN MIXING

MANUFACTURERS.

STANDARDS AND REFERENCES

A. INTERNATIONAL BUILDING CODE, INTERNATIONAL CODE

COUNCIL, 2021 EDITION

B. IEBC 2021, INTERNATIONAL EXISTING BUILDING CODE,

INTERNATIONAL CODE COUNCIL, 2021 EDITION

C. ACI 318-19, AMERICAN CONCRETE INSTITUTE, BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE

D. TMS 402/602, THE MASONRY SOCIETY, BUILDING CODE

REQUIREMENTS AND SPECIFICATIONS FOR MASONRY

STRUCTURES (FORMERLY ACI 530/530.1), 2016 EDITION

E. ACI 311, AMERICAN CONCRETE INSTITUTE, MANUAL FOR

CONCRETE INSPECTION

F. ACI 546R, AMERICAN CONCRETE INSTITUTE, GUIDE TO

CONCRETE REPAIR, 2014 EDITION

G. ICRI 310.2R, INTERNATIONAL CONCRETE REPAIR INSTITUTE,

SELECTING AND SPECIFYING CONCRETE SURFACE

PREPARATION FOR SEALERS, COATINGS, POLYMER OVERLAYS,

AND CONCRETE REPAIR, 2013 EDITION

H. ICRI 320.1R, INTERNATIONAL CONCRETE REPAIR INSTITUTE,

GUIDELINE FOR SELECTING APPLICATION METHODS FOR THE

REPAIR OF CONCRETE SURFACES

REINFORCING STEEL NOTES

A. ALL REINFORCING BARS USED IN CONSTRUCTION AND

CONCRETE REPAIRS SHALL BE ASTM A706, GRADE 60.

B. SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-14. SPLICE

LENGTH SHALL NOT BE LESS THAN 48 BAR DIAMETERS OR 2'-0",

WHICHEVER IS GREATER. FOR REPAIRS WHERE THE TYPICAL

SPLICE CANNOT BE PERFORMED, SEE DETAILS SHEET S-503 FOR

ALTERNATE SPLICES.

G. MINIMUM CONCRETE CLEAR COVER MUST CONFORM TO ACI 318

SECTION 20.6.1.3.

H. BAR BENDS, HOOKS, AND OFFSETS MUST BE IN ACCORDANCE

WITH ACI RECOMMENDATIONS.

I. WELDING OF REINFORCING BARS SHALL BE IN ACCORDANCE

WITH THE "STRUCTURAL WELDING CODE-REINFORCING STEEL"

(AWS D1.4).

J. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER

DEVICES FOR SPACING, SUPPORTING, AND FASTENING

REINFORCING BARS AND WELDED WIRE FABRIC IN PLACE. USE

BLACK ANNEALED IRON WIRE TO SECURE REINFORCING.

K. MANUFACTURE BAR SUPPORTS ACCORDING TO CRSI'S “MANUAL

OF STANDARD PRACTICE” FROM STEEL WIRE, PLASTIC, OR

PRECAST CONCRETE OR FIBER-REINFORCED CONCRETE OF

GREATER COMPRESSIVE STRENGTH THAN CONCRETE.

L. CLEAN REINFORCEMENT OF LOOSE RUST AND MILL SCALE,

EARTH, AND OTHER FOREIGN MATERIALS.

M. ACCURATELY POSITION, SUPPORT, AND SECURE

REINFORCEMENT AGAINST DISPLACEMENT. LOCATE AND

SUPPORT REINFORCEMENT WITH BAR SUPPORTS TO MAINTAIN

MINIMUM CONCRETE COVER.

N. SET WIRE TIES WITH ENDS DIRECTED INTO CONCRETE, NOT

TOWARD EXPOSED CONCRETE SURFACES.

CONCRETE CRACK REPAIR NOTES

A. REFER TO THE SPECIFICATIONS, CONCRETE REPAIR NOTES, AND

REPAIR DETAILS FOR CONCRETE CRACK REPAIR MATERIALS AND

ADDITIONAL INFORMATION.

B. LOCATIONS OF DAMAGES SHOWN ON THE PLANS ARE

APPROXIMATIONS ONLY. THE CONTRACTOR MUST VERIFY AND

IDENTIFY THE DAMAGES. IMMEDIATELY NOTIFY THE STATE

ENGINEER OF DISCREPANCIES.

C. CLEAN ALL CRACKS IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS.

D. DO NOT APPLY ADHESIVE IF THE TEMPERATURE OF THE

CONCRETE IS NOT WITHIN THE RANGE OF APPLICATION

TEMPERATURES RECOMMENDED BY THE MANUFACTURER OF

THE ADHESIVE.

CONCRETE SPALL REPAIR NOTES

A. REFER TO SPECIFICATIONS FOR CONCRETE REPAIR MATERIALS

AND ADDITIONAL INFORMATION NOT SHOWN ON THE DRAWINGS.

B. LOCATE DAMAGED AREA, REMOVING ALL PAINT AND LOOSE

MATERIAL TO SOUND CONCRETE. AREA TO BE REPAIRED MUST

BE CLEAN, SOUND, AND FREE OF CONTAMINANTS.

C. MAKE SQUARED OFF SAW CUT TO THE DEPTH INDICATED ON THE

PLANS, MINIMUM 1" BEYOND EDGE OF DAMAGED AREA OR

SPALL, INTO SOUND CONCRETE.

D. CHIP CONCRETE SUBSTRATE TO OBTAIN A SURFACE PROFILE OF

-1/8" IN DEPTH WITH A NEW FRACTURED AGGREGATE SURFACE.

E. CHIP OUT EXISTING CONCRETE TO A DEPTH OF 1/2" MINIMUM

BELOW AND AROUND THE EXPOSED REINFORCING STEEL INTO

SOUND CONCRETE.

F. FULLY EXPOSE AND REMOVE ALL CORROSION ON REINFORCING

STEEL BY POWER TOOL CLEANING (SSPC-SP3). COAT WITH

CORROSION INHIBITOR.

G. WHEN THE CROSS-SECTIONAL AREA OF THE REBAR LOST DUE

TO CORROSION EXCEEDS 25% OF THE ORIGINAL AREA,

CONTRACTOR SHALL NOTIFY THE STATE ENGINEER

IMMEDIATELY, PRIOR TO COMMENCEMENT OF REPAIR WORK.

SEE ALSO DETAIL 4/S-503 FOR ALLOWABLE BAR SIZES.

H. SUBSTRATE SHOULD BE SATURATED SURFACE DRY (SSD) WITH

NO STANDING WATER.

I. APPLY 2 COMPONENT CORROSION-INHIBITING EPOXY ADHESIVE

TO REINFORCING STEEL AND CONCRETE.

J. COMPLETELY FILL CHIPPED AREAS WITH CERTIFIED POLYMER

MODIFIED CEMENTITIOUS MORTAR. IF MORE THAN 1" IN DEPTH,

ADD A 3/8" COARSE AGGREGATE PER MANUFACTURER'S

INSTRUCTIONS. FINISH TO EXISTING LINES. MATCH EXISTING

ADJACENT SURFACE FINISH.

K. THE REPAIR MORTAR SHALL HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 6000 PSI.

L. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL SPALL

PREPARATION AND REPAIR PROCEDURES.

CMU CRACK / SPALL REPAIR NOTES

A. REFER TO THE SPECIFICATIONS, QTY SUMMARY TABLE FOR

QUANTITIES AND CMU CRACK AND SPALL REPAIR DETAILS FOR

MATERIALS AND ADDITIONAL INFORMATION.

B. LOCATIONS OF DAMAGES SHOWN ON THE PLANS ARE

APPROXIMATIONS ONLY. THE CONTRACTOR MUST CONFIRM IF

WALL IS PARTIALLY GROUTED. VERIFY AND IDENTIFY THE

DAMAGES AND IMMEDIATELY NOTIFY THE STATE ENGINEER.

C. REPAIR CRACKS IN THE MORTAR JOINTS BY REMOVING OLD

MORTAR AND APPLYING NEW POLYMER MODIFIED

CEMENTITIOUS REPAIR MATERIAL.

D. REPLACING A DAMAGED UNIT SHALL BE ACCOMPLISHED BY

CAREFULLY CHISELING OR SAWING OUT THE BROKEN UNIT AND

ALL THE SURROUNDING MORTAR.

E. ONCE ALL THE OLD MORTAR, DUST, AND DEBRIS ARE REMOVED,

REFER TO THE REPAIR DETAILS.

F. THE POLYMER MODIFIED CEMENTITIOUS REPAIR MATERIAL MUST

BE TOOLED TO MATCH THE ORIGINAL PROFILE ONCE THE

MATERIAL BECOMES THUMBPRINT HARD.

STRUCTURAL ABBREVIATIONS

APPROX. - APPROXIMATE

ARCH. - ARCHITECTURAL

BOT. - BOTTOM

C.J. - CONSTRUCTION JOINT

COL. - COLUMN

CONC. - CONCRETE

CONT. - CONTINUOUS

DIA(M). - DIAMETER

DWGS. - DRAWINGS

E.F. - EACH FACE

ELEV./EL - ELEVATION

E.S. - EACH SIDE

E.W. - EACH WAY

ELEV. - EXISTING

EXP. - EXPANSION

HOR. - HORIZONTAL

JT. - JOINT

MAX - MAXIMUM

MECH - MECHANICAL

MIN. - MINIMUM

NTS - NOT TO SCALE

O.C. - ON CENTER

O.H. - OPPOSITE HAND

QTY - QUANTITY

REINF. - REINFORCEMENT

SIM. - SIMILAR

S.J. - SAWCUT JOINT

SL - SLOPE

SQ. - SQUARE

T&B - TOP AND BOTTOM

t/THK. - THICK(NESS)

TEMP. - TEMPERATURE

TYP. - TYPICAL

TOC - TOP OF CONCRETE

TOF - TOP OF FOOTING

TOS - TOP OF STEEL

U.N.O. - UNLESS NOTED OTHERWISE

VERT. - VERTICAL

V.I.F. - VERIFY IN FIELD

S-001

STRUCTURAL GENERAL

NOTES AND

ABBREVIATIONS

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

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HOLDROOM DAMAGE SCHEDULE

DAMAGE

MARK

SPALL AREA

(SQ. FT.)

CRACK

LENGTH

(LIN. FT.)

SHEET

NUMBER REMARKS

DM15 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM16 - 3.5 S-201 CRACK ON CONCRETE BEAM

DM17 - 3.5 S-201 CRACK ON CONCRETE BEAM

DM18 - 12.0 S-201 CRACK ON CMU SPLIT RIBBED WALL

DM19 - 9.0 S-201 5 CRACKS ON CONCRETE BEAM

DM20 - 4.0 S-201 CRACK ON CONCRETE BEAM

DM21 - 2.5 S-201 CRACK ON CONCRETE BEAM

DM22 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM23 - 4.5 S-201 CRACK ON CONCRETE BEAM

DM24 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM25 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM26 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM27 - 4.0 S-201 2 HORIZONTAL CRACKS ON CONCRETE BEAM

DM28 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM29 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM30 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM31 - 2.0 S-201 CRACK ON UNDERSIDE OF CONCRETE BEAM

DM32 - 9.0 S-201 2 CRACKS ON CONCRETE BEAM

DM33 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM34 - 5.0 S-201 CRACK ON CONCRETE BEAM

DM35 - 11.5 S-201 CRACK ON CONCRETE WALL

DM36 - 7.5 S-201 CRACK ON CONCRETE WALL

DM37 - 6.0 S-201 CRACK ON CONCRETE WALL

DM38 - 8.5 S-201 CRACK ON CONCRETE WALL

DM39 - 10.0 S-201 CRACK ON CONCRETE WALL

DM40 - 5.0 S-201 CRACK ON CONCRETE WALL

DM41 7.5 - S-202 SPALL ON SIDE OF CONCRETE BEAM

DM42 - 9.0 S-202 3 CRACKS ON CONCRETE BEAM

DM43 - 6.0 S-202 2 CRACKS ON CONCRETE BEAM

NOTES:

1. QUANTITIES LISTED IN THE SCHEDULE ABOVE WERE DETERMINED AT THE TIME OF INVESTIGATION, APRIL 2024.

CONTRACTOR MUST VERIFY ALL QUANTITIES AND LOCATIONS. NOTIFY THE STATE ENGINEER OF ANY DISCREPANCIES.

2. DAMAGE QUANTITIES HAVE BEEN INCREASED BY A FACTOR OF 1.25 FOR BIDDING AND COST ESTIMATION PURPOSES. THE

CONTRACTOR SHALL BE PAID FOR ACTUAL MEASURED REPAIR QUANTITIES.

3. FOR BIDDING PURPOSES, IT IS ASSUMED TO REPLACE 1.5 POUNDS OF STEEL REINFORCEMENT PER SQUARE FOOT OF CONCRETE SPALL IN ALL HOLDROOM AREAS. IMMEDIATELY NOTIFY THE STATE ENGINEER OF VERIFIED QUANTITIES PRIOR

TO COMMENCING WORK.

4. DELAMINATIONS, VOIDS, AND CONCRETE PATCH FAILURES TO BE REPAIRED SAME AS SPALLS.

5. BLOCKOUTS AND CRACKS ON SHEET S-102 AND S-201 THROUGH S-204 ARE ONLY INTENDED TO PROVIDE THE CONTRACTOR WITH GENERAL LOCATION OF THE DEFECTS. DO NOT SCALE THE BLOCKOUTS AND CRACKS SHOWN ON THE

DRAWINGS TO CALCULATE DAMAGE QUANTITIES.

APRON DAMAGE SCHEDULE

DAMAGE

MARK

SPALL AREA

(SQ. FT.)

CRACK

LENGTH

(LIN. FT.)

SHEET

NUMBER REMARKS

DM01 6.5 - S-102 VOID/SPALL ON APRON SLAB, 1" DEEP

DM02 1.0 - S-102 VOID/SPALL ON APRON SLAB, 2" DEEP

DM03 - 10.5 S-102 2 CRACKS ON APRON SLAB

DM04 - 8.0 S-102 MAP CRACKING ON ENTIRE APRON SLAB

DM05 1.5 - S-102 VOID/SPALL ON APRON SLAB, 1" DEEP

DM06 - 3.5 S-102 2 CRACKS ON APRON SLAB

DM07 - 1.5 S-102 2 CRACKS ON APRON SLAB

DM08 - 13.0 S-102 2 CRACKS ON APRON SLAB

DM09 - 4.5 S-102 3 CRACKS ON APRON SLAB

DM10 6.0 - S-102 VOID/SPALL ON APRON SLAB, 1" DEEP

DM11 - 50.0 S-102 13 CRACKS ON 2 APRON SLABS

DM12 - 1.5 S-102 2 CRACKS ON APRON SLAB

DM13 - 15.0 S-102 6 CRACKS ON APRON SLAB

DM14 - 9.0 S-102 1 CRACK ON APRON SLAB

HOLDROOM DAMAGE SCHEDULE

DAMAGE

MARK

SPALL AREA

(SQ. FT.)

CRACK

LENGTH

(LIN. FT.)

SHEET

NUMBER REMARKS

DM44 - 2.5 S-202 CRACK ON CONCRETE WALL

DM45 - 7.5 S-202 CRACK ON CONCRETE WALL

DM46 - 1.5 S-202 CRACK ON CONCRETE WALL

DM47 - 10.5 S-202 2 CRACKS ON CONCRETE WALL

DM48 - 3.5 S-202 CRACK ON CONCRETE WALL

DM49 - 3.0 S-202 CRACK ON CONCRETE WALL

DM50 - 2.5 S-202 CRACK ON CONCRETE WALL

DM51 - 3.0 S-202 CRACK ON CONCRETE WALL

DM52 - 2.0 S-202 CRACK ON CONCRETE WALL

DM53 - 7.5 S-202 3 CRACKS ON CONCRETE WALL ABOVE BEAM

DM54 - 5.0 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM55 - 2.5 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM56 5.0 - S-202 DELAMINATION ON SIDE OF CONCRETE BEAM

DM57 2.0 - S-202 DELAMINATION ON CONCRETE COLUMN

DM58 2.0 - S-202 DELAMINATION ON CONCRETE COLUMN

DM59 2.0 - S-202 DELAMINATION ON CONCRETE COLUMN

DM60 - 5.0 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM61 - 5.0 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM62 - 5.0 S-202 CRACK ON CONCRETE BEAM

DM63 - 5.0 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM64 - 5.0 S-202 CRACK ON CONCRETE BEAM

DM65 - 4.5 S-202 3 CRACKS ON CONCRETE WALL ABOVE BEAM

DM66 - 7.5 S-202 CRACK ON CONCRETE BEAM

DM67 - 5.0 S-202 3 CRACKS ON CONCRETE WALL ABOVE BEAM

DM68 - 7.5 S-202 CRACK ON UNDERSIDE OF CONCRETE BEAM

DM69 - 2.0 S-202 CRACK ON CONCRETE BEAM

DM70 - 5.0 S-202 CRACK ON CONCRETE BEAM

DM71 - 5.5 S-202 2 CRACKS ON CONCRETE BEAM

DM72 - 10.0 S-202 CRACK ON CONCRETE BEAM

DM73 2.5 5.0 S-202 SPALL ON SIDE OF CONCRETE BEAM

DM74 2.0 - S-202 DELAMINATION ON CONCRETE COLUMN

DM75 - - S-202 CRACK ON CONCRETE BEAM

DM76 - 5.0 S-202 CRACK ON CONCRETE BEAM

DM77 - 3.0 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM78 - 2.5 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM79 - 5.0 S-202 2 CRACKS ON CONCRETE BEAM

DM80 - 8.0 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM81 - 2.5 S-202 CRACK ON CONCRETE BEAM

DM82 - 4.0 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM83 - 5.0 S-202 2 CRACKS ON CONCRETE BEAM

DM84 - 8.5 S-202 2 CRACKS ON CONCRETE WALL ABOVE BEAM

DM85 - 5.0 S-202 2 CRACKS ON CONCRETE BEAM

DM86 - 10.0 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM87 - 2.5 S-202 CRACK ON CONCRETE BEAM

DM88 2.0 7.0 S-202 DELAMINATION ON CONCRETE COLUMN

DM89 2.0 - S-202 DELAMINATION ON CONCRETE COLUMN

DM90 - - S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM91 - 2.5 S-202 CRACK ON CONCRETE BEAM S-002

DAMAGE SCHEDULE

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

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QTY SUMMARY TABLE

LOCATION

TOTAL CONCRETE

SPALLS, VOIDS, AND

DELAMINATIONS

(SQ. FT.)

TOTAL CONCRETE

CRACKS

(LIN. FT.)

TOTAL CMU

CRACKS

(LIN. FT.)

TOTAL REBAR

(LBS)

HOLDROOM F 273 491 12 410

APRON 15 117 - -

NOTES:

1. QUANTITIES LISTED IN THE SCHEDULE ABOVE WERE DETERMINED AT THE TIME OF INVESTIGATION, APRIL 2024.

CONTRACTOR MUST VERIFY ALL QUANTITIES AND LOCATIONS. NOTIFY THE STATE ENGINEER OF ANY DISCREPANCIES.

2. DAMAGE QUANTITIES HAVE BEEN INCREASED BY A FACTOR OF 1.25 FOR BIDDING AND COST ESTIMATION PURPOSES. THE

CONTRACTOR SHALL BE PAID FOR ACTUAL MEASURED REPAIR QUANTITIES.

3. FOR BIDDING PURPOSES, IT IS ASSUMED TO REPLACE 1.5 POUNDS OF STEEL REINFORCEMENT PER SQUARE FOOT OF CONCRETE SPALL IN ALL HOLDROOM AREAS. IMMEDIATELY NOTIFY THE STATE ENGINEER OF VERIFIED QUANTITIES PRIOR

TO COMMENCING WORK.

4. DELAMINATIONS, VOIDS, AND CONCRETE PATCH FAILURES TO BE REPAIRED SAME AS SPALLS.

5. BLOCKOUTS AND CRACKS ON SHEET S-102 AND S-201 THROUGH S-204 ARE ONLY INTENDED TO PROVIDE THE CONTRACTOR WITH GENERAL LOCATION OF THE DEFECTS. DO NOT SCALE THE BLOCKOUTS AND CRACKS SHOWN ON THE

DRAWINGS TO CALCULATE DAMAGE QUANTITIES.

HOLDROOM DAMAGE SCHEDULE

DAMAGE

MARK

SPALL AREA

(SQ. FT.)

CRACK

LENGTH

(LIN. FT.)

SHEET

NUMBER REMARKS

DM92 - 23.5 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM93 - 2.5 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM94 - 2.5 S-202 3 CRACKS ON CONCRETE BEAM

DM95 1.0 15.0 S-202 CRACK ON CONCRETE BEAM, SPALLING

DM96 - 4.5 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM97 - 6.5 S-202 CRACK ON CONCRETE BEAM

DM98 - 5.0 S-202 CRACK ON CONCRETE WALL ABOVE BEAM

DM99 4.0 S-202 SPALL ON SIDE OF CONCRETE BEAM

DM100 2.0 - S-202 SPALL ON CONCRETE COLUMN

DM101 2.0 - S-203 SPALL ON SIDE OF CONCRETE BEAM

DM102 3.0 - S-203 SPALL ON SIDE OF CONCRETE BEAM

DM103 - - S-203 CRACK ON CONCRETE WALL ADJACENT TO DOOR

DM104 8.0 - S-203 SPALL ON SIDE OF CONCRETE BEAM

DM105 15.5 - S-203 SPALL ON CONCRETE COLUMN

DM106 1.5 - S-203 SPALL ON CONCRETE COLUMN

DM107 4.0 - S-203 SPALL ON CONCRETE BEAM

DM108 1.5 - S-203 SPALL ON CONCRETE COLUMN

DM109 8.0 - S-203 DELAMINATION ON CONCRETE BEAM

DM110 - 6.5 S-203 3 CRACKS ON CONCRETE WALL ADJACENT TO

DOOR

DM111 - 17.0 S-203 2 CRACKS ON CONCRETE WALL ADJACENT TO

DOOR

DM112 2.5 - S-203 SPALL ON CONCRETE COLUMN

DM113 - 1.5 S-203 CRACK ON CONCRETE COLUMN

DM114 1.5 - S-203 SPALL ON CONCRETE COLUMN

DM115 - 2.5 S-203 CRACK ON CONCRETE BEAM

DM116 - 5.0 S-203 CRACK ON CONCRETE COLUMN

DM117 - 8.0 S-203 CRACK ON CONCRETE COLUMN

HOLDROOM DAMAGE SCHEDULE

DAMAGE

MARK

SPALL AREA

(SQ. FT.)

CRACK

LENGTH

(LIN. FT.)

SHEET

NUMBER REMARKS

DM118 3.5 - S-203 SPALL ON CONCRETE COLUMN

DM119 27.0 - S-203 SPALL ON CONCRETE BEAM WITH EXPOSED

REBAR

DM120 - 2.0 S-203 CRACK ON CONCRETE BEAM

DM121 38.0 - S-203 SPALLING AND DELAMINATION ON CONCRETE

RAMP WALL

DM122 29.0 - S-203 SPALLING AND DELAMINATION ON CONCRETE

RAMP WALL

DM123 - 2.0 S-203 CRACK ON CONCRETE BEAM

DM124 - 2.5 S-203 CRACK ON CONCRETE BEAM

DM125 - 8.0 S-203 2 CRACKS ON CONCRETE BEAM

DM126 2.5 - S-203 SPALL ON CONCRETE BEAM WITH EXPOSED

REBAR

DM127 8.0 - S-203 SPALL ON CONCRETE BEAM WITH EXPOSED

REBAR

DM128 1.5 - S-203 DELAMINATION ON CONCRETE BEAM

DM129 - 1.0 S-203 CRACK ON CONCRETE BEAM

DM130 10.0 - S-203 DELAMINATION ON CONCRETE BEAM

DM131 1.0 - S-203 SPALL ON CONCRETE BEAM WITH EXPOSED

REBAR

DM132 - 2.0 S-203 CRACK ON CONCRETE BEAM

DM133 12.0 - S-203 DELAMINATION AND CRACKING ON CONCRETE

COLUMN

DM134 2.0 - S-203 SPALL ON CONCRETE COLUMN

DM135 1.0 - S-203 DELAMINATION ON CONCRETE BEAM

DM136 8.0 - S-203 DELAMINATION ON CONCRETE BEAM

DM137 5.0 - S-203 SPALL ON CONCRETE BEAM WITH EXPOSED

REBAR

DM138 1.0 - S-203 SPALL ON CONCRETE BEAM

DM139 38.5 - S-203 DELAMINATION ON CONCRETE BEAM

DM140 7.0 - S-203 SPALL ON CONCRETE COLUMN WITH EXPOSED

REBAR

DM141 - 9.0 S-203 CRACK ON CONCRETE COLUMN

DM142 - 6.5 S-203 CRACK ON CONCRETE COLUMN

S-003

DAMAGE SCHEDULE

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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LICENSED

PROFESSIONAL

ENGINEER

SEGMENT Q

212'-6"'

GATE 39

SEGMENT P

225''

GATE 35

SEGMENT O

225''

GATE 33

SEGMENT N

175''

GATE 29

SEGMENT M

112'-6"'

GATE 27

SEGMENT L

112'-6"'

GATE 25

SEGMENT K

150''

GATE 23

SEGMENT J

150''

GATE 21

SEGMENT I

137'-6"'

GATE 19

SEGMENT H

162'-6"'

GATE 17

SEGMENT E

125''

GATE 11

SEGMENT D

162'-6"'

GATE 9

SEGMENT C

200''

GATE 7

SEGMENT B

187'-6"'

GATE 5

SEGMENT A

200''

GATE 1

S-102

SEGMENT F

125''

GATE 13

SEGMENT G

187'-6"'

GATE 15

S10

S6.5

K36 K28 K20 K6 P6 P13 P20 P22P14 P29 P32 P37

LIMITS OF PHASE 1

APRON REPAIR

S-103

LIMITS OF PHASE 1

TERMINAL REPAIR

HOLDROOM E HOLDROOM F

S10

S6.5

YARD SIDE

AIR SIDE

K36 K28 K20 K6 P6 P13 P20 P22P14 P29 P32 P37

HOLDROOM C

CENTRAL

ROTUNDAHOLDROOM BHOLDROOM A HOLDROOM D

NOTE:

APRON PLAN VIEW DIMENSIONS, LAYOUT, AND INLET GRATE

LOCATIONS ARE DETERMINED USING RECORD DRAWINGS AND

SURVEYING PERFORMED IN JANUARY 2026.

THE CONTRACTOR MUST VERIFY ALL LOCATIONS AND

DIMENSIONS OF APRON EXISTING CONDITIONS PRIOR TO

COMMENCEMENT OF WORK OR ORDERING MATERIALS.

IMMEDIATELY NOTIFY STATE ENGINEER OF ANY DISCREPANCIES.

S-101

SCALE: 1" = 125'S-101

1 OGG APRON PLAN

OVERALL SITE PLAN

0 250'62.5' 125'

GRAPHIC SCALE

SCALE: 1" = 125'-0"

N

SCALE: 1" = 125'S-101

2 OGG TERMINAL PLAN

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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LICENSED

PROFESSIONAL

ENGINEER

SEGMENT Q

212'-6"'

GATE 39

SEGMENT P

225''

GATE 35

SEGMENT O

225''

GATE 33

P29 P32 P37

DM12

DM11

DM10

DM13

DM14DM01

DM03

DM04 DM07

DM08

DM09

DM05

DM06

DM02

12'-6"'±

'-6

'-8

INLET GRATES, TYP.

SLAB UNDER A.C.

NOTE:

APRON PLAN VIEW DIMENSIONS, LAYOUT, AND

INLET GRATE LOCATIONS ARE DETERMINED USING

RECORD DRAWINGS AND SURVEYING PERFORMED

IN JANUARY 2026.

THE CONTRACTOR MUST VERIFY ALL LOCATIONS

AND DIMENSIONS OF APRON EXISTING

CONDITIONS PRIOR TO COMMENCEMENT OF WORK

OR ORDERING MATERIALS. IMMEDIATELY NOTIFY

STATE ENGINEER OF ANY DISCREPANCIES.

S-102 11S-102

1 APRON DAMAGE PLAN

APRON DAMAGE PLAN

SCALE: 1/32" = 1'-0"

N

CRACK ON APRON SLAB

VOID / SPALL ON APRON SLAB

MAP CRACKING ON APRON SLAB

LEGEND

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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LICENSED

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ENGINEER

HOLDROOM F

S-201

S-202

S-203

S-203

S-202

S-201

P32 P37

S6.5

S10

YARD SIDE

AIR SIDE

KAHULUI SIDE

MAKAI SIDE

S-103 12S-103

1 HOLDROOM F PLAN

HOLDROOM F PLAN

SCALE: 1/16" = 1'-0"

0 32'8' 16'

GRAPHIC SCALE

SCALE: 1/16" = 1'-0"

4'

N

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

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APRON RECONSTRUCTION

PHASE 1

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LICENSED

PROFESSIONAL

ENGINEER

P37 P36 P35 P34

P34 P33 P32

METAL FASCIA

METAL ROOF

CONCRETE BEAM

METAL GUTTER

CMU SPLIT RIBBED

SCORED (TYP.)

METAL FASCIA

METAL GUTTER

CONCRETE BEAM SPLIT RIBBED

SCORED CMU

DM15

DM16 DM17

DM18

DM19

DM20

DM21

DM22

DM23

DM24 DM25 DM26

DM27

DM28

DM29

DM30

DM32

DM31

DM33 DM34

DM35

DM37

DM38

DM36 DM39 DM40

SCALE: 1/8" = 1'-0"S-201

2 HOLDROOM BUILDING F SERVICE YARD ELEVATION

S-201

EXTERIOR ELEVATIONS

HOLDROOM F SERVICE

YARD SIDE

0 16'4 8'

GRAPHIC SCALE

SCALE: 1/8" = 1'-0"

SCALE: 1/8" = 1'-0"S-201

1 HOLDROOM BUILDING F SERVICE YARD SIDE ELEVATION

CRACK DAMAGE

SPALL ON CONCRETE

ROOFING

CONCRETE

CMU SPLIT RIB

LEGEND

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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LICENSED

PROFESSIONAL

ENGINEER

P33P32 P34 P35

P36 P37P35

METAL ROOF

SMOOTH CONCRETE

PAINTED, TYP.

METAL GUTTER

CONCRETE BEAM

CMU SPLIT RIBBED

SCORED (TYP.)

METAL ROOF

SMOOTH CONCRETE

PAINTED, TYP.

METAL GUTTER

CONCRETE BEAM

CMU SPLIT RIBBED

SCORED (TYP.)

DM41

DM42

DM43

DM44

DM45

DM46

DM47

DM48

DM49

DM50

DM51

DM52

DM53 DM54

DM55

DM59

DM58

DM57

DM56

DM60

DM62

DM61 DM63 DM65 DM67

DM64 DM66

DM68

DM69

DM70

DM71 DM72

DM73

DM74

DM77 DM78 DM80 DM82 DM84 DM86

DM88

DM89

DM90 DM92 DM93 DM96

DM98

DM99

DM100

DM75

DM76 DM79

DM81 DM83 DM85 DM87 DM91 DM94 DM95 DM97

SCALE: 1/8" = 1'-0"S-202

2 HOLDROOM BUILDING F - AIR SIDE ELEVATION

S-202

EXTERIOR ELEVATIONS

HOLDROOM F

KAHULUI SIDE

0 16'4 8'

GRAPHIC SCALE

SCALE: 1/8" = 1'-0"

SCALE: 1/8" = 1'-0"S-202

1 HOLDROOM BUILDING F - AIR SIDE ELEVATION

CRACK DAMAGE

SPALL ON CONCRETE

ROOFING

CONCRETE

CMU SPLIT RIB

LEGEND

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

100% CONSTRUCTION

DOCUMENT

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PHASE 1

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LICENSED

PROFESSIONAL

ENGINEER

S10S9S7.5S6.5

S10 S9 S7.5 S6.5

CONCRETE BEAM

CONCRETE BEAM

METAL ROOF

CMU SPLIT RIBBED

SCORED (TYP.)

METAL ROOFCONCRETE BEAM

CMU SPLIT RIBBED

SCORED (TYP.)

CONCRETE BEAM

DM101

DM104 DM115

DM112

DM113

DM114

DM123 DM124

DM125

DM126

DM133

DM142

DM134

DM135

DM141

DM140

DM139

DM136

DM137

DM138

DM130

DM131DM128

DM129

DM120

DM119

DM122DM121

DM118DM109

DM105

DM106

DM107

DM108

DM127

DM110 DM111

DM102

DM103

DM116

DM117

DM132

NOTE:

DM103 IS PARTLY ON THE OUT OF PLANE

CONCRETE WALL, SPANNING FROM THE

DOORWAY WALL TO CMU WALL.

NOTE:

DM110 AND DM111 IS PARTLY ON THE OUT

OF PLANE CONCRETE WALL, SPANNING

FROM THE DOORWAY WALL TO CMU WALL.

SCALE: 1/8" = 1'-0"S-203

2 KAHULUI ELEVATION, HOLDROOM F AT P32

S-203

EXTERIOR ELEVATIONS

HOLDROOM F

KAHULUI AND

MAKAI SIDE

0 16'4 8'

GRAPHIC SCALE

SCALE: 1/8" = 1'-0"

SCALE: 1/8" = 1'-0"S-203

1 MAKAI ELEVATION, HOLDROOM F AT P37

CRACK DAMAGE

SPALL ON CONCRETE

ROOFING

CONCRETE

CMU SPLIT RIB

LEGEND

AT

KAHULUI AIRPORT

KAHULUI, MAUI, HAWAII

This work was prepared by me or under my supervision.

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

JP AK KW KW

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DOCUMENT

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PHASE 1

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LICENSED

PROFESSIONAL

ENGINEER

WALL SECTION

REPAIR METHOD FOR CRACKS WIDER THAN "HAIRLINE" (0.02") WIDE

1. WATER BLAST CRACK TO REMOVE DIRT AND OTHER CONTAMINANTS.

2. APPLY TEMPORARY SEAL TO THE CRACK FACE. CRACKS EXTENDING

THROUGH THE WALL SHALL BE SEALED ON BOTH FACES.

3. PLACE ENTRY PORTS FOR INJECTION OF EPOXY ADHESIVE IN THE

SEALS ALONG THE CRACK PLANE.

4. INJECT EPOXY ADHESIVE THROUGH ENTRY PORTS FOR FULL DEPTH

PENETRATION INTO THE CRACKS (START AT LOW END).

5. AFTER THE EPOXY HAS CURED, REMOVE THE TEMPORARY SURFACE

SEALS AND ENTRY PORTS AND FINISH SURFACE TO MATCH EXISTING.

CRACK (WIDER THAN 0.02")

EXISTING CONC. WALL

"A

"A

REPAIR METHOD

1. CHIP CONTINUOUS GROOVE TO THE SOURCE OF CORROSION STAINS AND

TO DIMENSIONS SHOWN.

2. WIRE BRUSH REINFORCING TO REMOVE ALL CORROSION.

3. PATCH THE CONCRETE WITH POLYMER MODIFIED CEMENTITIOUS MORTAR

TO THE ORIGINAL LINES. APPLY CORROSION INHIBITOR TO THE

REINFORCING AND BONDING AGENT TO THE CONCRETE SURFACE TO

RECEIVE THE MORTAR.

CRACKS WITH

RUST STAINS

CHIP CONT.

GROOVE

NEW MORTAR

PATCH

EXTERIOR FACE

OF EXIST. CONC.

EXIST. CONC. WALL

EXIST. REINF.

1/2" CLR.

FROM REBARPARTIAL WALL

ELEVATION

SECTION "A"-"A"

2" M

IN

TY

P. SECTION "B"-"B"PARTIAL WALL ELEVATION

"B

"B

1/2" CLR.

REPAIR METHOD

1. REFER TO S-001 FOR ADDITIONAL INFORMATION.

2. CHIP TO EXPOSE CORRODED REINFORCING AND TO DIMENSIONS SHOWN.

3. CLEAN EXPOSED REINFORCING BY WIRE BRUSH OR WATER BLASTING. CONCRETE SURFACE SHALL BE

SATURATED SURFACE-DRY (SSD) BEFORE INSTALLATION OF REPAIR MORTAR.

4. WHEN CROSS-SECTIONAL AREA OF REBAR IS LESS THAN THE MINIMUM ALLOWABLE SIZE FROM CORROSION, SPLICE CORRODED REBAR WITH SAME EXISTING SIZE. REFER TO DETAIL 4/503 FOR ALLOWABLE BAR SIZE AND

REINFORCING SPLICE DETAILS.

5. INSTALL CONCRETE STAINLESS STEEL PINS INTO EXISTING CONCRETE.

6. APPLY FIRST COAT OF CORROSION INHIBITING ON THE REINFORCING BAR TO 3.0-4.0 MILS (DRY FILM THICKNESS)

AND ALLOW TO CURE FOR ONE HOUR, OR PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

7. APPLY SECOND COAT OF CORROSION INHIBITING TO THE REINFORCING AND BONDING AGENT TO THE CONCRETE SURFACE TO RECEIVE THE REPAIR MORTAR, OR PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

8. PATCH THE CONCRETE WITH POLYMER MODIFIED CEMENTITIOUS MORTAR TO THE ORIGINAL LINES, OR PER

MANUFACTURER'S WRITTEN INSTRUCTIONS.

9. CONTRACTOR TO PAINT OVER POLYMER MORTAR REPAIR TO MATCH SURROUNDING PAINTED SURFACES. THE

CONTRACTOR IS TO ALLOW FOR MANUFACTURER RECOMMENDED CURE TIME PRIOR TO COATING.

1/2" BEYOND FACE OF

REBAR (TYP. ALL AROUND) 1/2" MIN. DEPTH AT

SAW CUT EDGE LINE

6" T

YP

EXIST. CONC. WALL

NEW MORTAR

PATCH

SPALLED AREA

EXIST. REINF.

EXIST. REINF.

EXTERIOR FACE

OF CONC.

SAW CUT EDGE LINE CHIP CONC. SURFACE

INSTALL 1/4" DIA. x 3"

316 STAINLESS STEEL

CONC. PINS (SUCH AS

DEWALT MUSHROOM

HEAD SPIKE ANCHOR)

AT 6" O.C., E.W., EMBED

1 1/4" MIN. INTO CONC.

2" M

IN

TY

P.

1" MIN. TYP.

4"

CMU REPAIR NOTES:

1. REFER TO S-001 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. REMOVE LOOSE CMU AT IDENTIFIED CRACKS. (SEE PLAN AND ELEVATIONS)

3. IF CRACK IS AT MORTAR JOINT, REMOVE EXISTING MORTAR. VERIFY THAT CRACK DOES NOT PROPAGATE THROUGH CMU SHELL. IF NO DAMAGE

TO CMU, PROCEED TO STEP 12.

4. DETERMINE IF CRACKS CAUSED BY…