STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

C

H

I G

H H

N L

I D

Q

T

E A

M

G

E N

E R

A L P

R O

J E

C T

S H

D

K

A W

A I H

A P

A I C

O

U

N I C

O M

W

N

S T

A L L A

T I O

N

F

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L G

T

I T

L

S

E

E T

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

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

Kawaihapai 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

SE

SW

CIVIL:

OCEANIT

828 FORT STREET MALL,

SUITE 600

HONOLULU, HAWAII 96813

(808) 531-3017

AIRPORT VICINITY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

APPROVED:

DATE

for DIRECTOR OF TRANSPORTATION

JASON Y. LEE

CIVIL ENGINEER

G-001

TITLE SHEET

UNICOM TOWER INSTALLATION

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

PROJECT NO. CO2541-33

PROJECT TEAM

PLANS FOR

AT

PROJECT SITE

STRUCTURAL:

COFFMAN ENGINEERS

745 FORT STREET MALL,

SUITE 400

HONOLULU, HAWAII 96813

(808) 687-8884

PHILIP BOULTINGHOUSE

STRUCTURAL ENGINEER

ELECTRICAL:

BRYCE H. KANEMURA

ELECTRICAL ENGINEER

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

AIRPORTS

KRAIG K. OTANI &

ASSOCIATES, LLC

3036A LAKIMAU STREET

HONOLULU, HAWAII 96815

(808) 250-7346

05/18/2026

GENERAL NOTES:

1. CONSTRUCTION SHALL COMPLY WITH THE STATE OF HAWAII BUILDING CODE, WHICH ADOPTS

THE 2021 INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS.

2. CONSTRUCTION DOCUMENTS DESCRIBE THE INTENT OF THE QUALITY AND SCOPE OF THE

CONSTRUCTION FOR THE PROJECT. WHERE DETAILS ARE NOT SHOWN, THE CONTRACTOR

SHALL PROCEED FOLLOWING THE ACCEPTED QUALITY STANDARDS AND PROCEDURES OF

THE CONSTRUCTION INDUSTRY IN THE STATE OF HAWAII FOLLOWING THE GENERAL INTENT

OF THE CONSTRUCTION DOCUMENTS.

DIMENSIONS

1. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.

2. DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK.

DEFINITIONS

1. ALL MATERIALS, ITEMS, WORK, NOTED IN THE DRAWINGS SHALL BE “NEW”, UNLESS INDICATED

AS EXISTING.

2. (E) MEANS “EXISTING”. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONFIRM

SIZES.

3. “PROVIDE” SHALL MEAN FURNISH AND INSTALL NEW ITEM(S) AS DETAILED NOTED IN THE

CONTRACT DOCUMENTS.

4. “REMOVE” MEANS TO REMOVE AND DISPOSE INDICATED ITEMS, INCLUDING ASSOCIATED

EXTRANEOUS FASTENERS, PIPES, CONDUITS, JUNCTION BOXES, ETC. AND

REPAIR/REPLACE/PATCH DAMAGES, SPALLS, CRACKS, HOLES, ETC.

5. "REPLACE” MEANS TO REMOVE EXISTING AND TO FURNISH AND INSTALL, “NEW” ITEM(S) TO

MATCH THE EXISTING DESIGN, SUCH AS MATERIALS, THICKNESS, COLOR, QUALITY,

CONSTRUCTION, ETC., UNLESS OTHERWISE DETAIL OR NOTED. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITION AND DESIGN PRIOR TO REMOVAL.

CONSTRUCTION NOTES:

1. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DOCUMENT EXISTING CONDITIONS WITHIN THE

PROJECT LIMITS BEFORE START OF PROJECT. CONTRACTOR SHALL BE RESPONSIBLE TO

REPAIR DAMAGES WITHIN THE PROJECT LIMITS UNLESS DOCUMENTED AS EXISTING.

2. THE DEMOLITION PLAN REPRESENTS ONLY GENERAL DEMOLITION. ALL ITEMS TO BE

REMOVED, TEMPORARILY REMOVED AND REINSTALLED, ETC. ARE NOT NECESSARILY SHOWN.

CONTRACTOR SHALL PERFORM ALL REQUIRED DEMOLITION, TEMPORARY REMOVAL AND

REPLACEMENT, CUTTING PATCHING, ETC., AS REQUIRED TO PROVIDE COMPLETE

CONSTRUCTION. VERIFY AND COMPARE ALL DRAWINGS (ALL DISCIPLINES) FOR THE

COMPLETE SCOPE OF WORK.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO

BEGINNING ANY WORK AND SHALL NOTIFY THE STATE OF ANY DISCREPANCY AND/OR

CONDITION WHICH WILL PREVENT HIM/HER FROM FULFILLING THE TERMS OF THE CONTRACT.

WHERE EXISTING CONDITIONS REQUIRE DETAILS AND/OR SPECIFICATIONS TO VARY FROM

THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE

IN WRITING AND PROPOSE ALTERNATE METHODS AND MATERIALS FOR CONSIDERATION. ALL

EXISTING ITEMS AND/OR FINISHES SCHEDULED TO REMAIN, BUT DAMAGED DURING

CONSTRUCTION, AND OVERPAINTED EXISTING MATERIALS, SHALL BE CORRECTED TO MATCH

THE EXISTING MATERIAL AND FINISHES AT NO EXTRA COST TO THE STATE.

4. QUANTITIES SHOWN AND/OR SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE

VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR ALL

QUANTITIES.

5. GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND COORDINATE THE WORK OF

THE VARIOUS TRADES TO FIT ACTUAL CONDITIONS AND MAKE INTERFACING ADJUSTMENTS AS

REQUIRED.

6. THE CONTRACTOR SHALL PROTECT ALL ITEMS, IN AND ABOVE GROUND WITHIN THE PROJECT

SITE FROM DAMAGE. DAMAGE TO BUILDINGS, SIDEWALLS, UTILITY LINES, LANDSCAPING,

LAWN, HOSEBIBS, ETC., CAUSED BY THE CONTRACTOR, SHALL BE REPLACED AND/OR

REPAIRED AT NO COST TO THE STATE.

7. CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND OR REMOVAL

WORK. PATCH SHALL MATCH THE MATERIAL AND FINISH OF ADJACENT SURFACES.

8. ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF

OUTSIDE THE LIMITS OF THE PROPERTY DAILY. AT THE END OF CONSTRUCTION, ALL ITEMS

AND EQUIPMENT TEMPORARILY REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED

AS INDICATED, OR IN A LOCATION APPROVED BY THE STATE.

9. PAINT ALL NEWLY INSTALLED ITEMS TO MATCH EXISTING ADJACENT SURFACES, EXCEPT DO

NOT PERMIT PREFINISHED ITEMS.

10. THE APRON WILL BE OCCUPIED DURING CONSTRUCTION. CONSTRUCTION SHALL NOT

DETRIMENTALLY AFFECT THE ONGOING OPERATIONS AND USE OF THE APRON. THE

CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK WITH THE ENGINEER. THE STATE HAS

THE FINAL DETERMINATION REGARDING DETRIMENTAL IMPACT OF

THE FACILITY AND ITS OPERATION.

11. WHERE WARRANTIES ARE SPECIFIED, CONTRACTOR’S BID SHALL INCLUDE FULL COMPLIANCE

OF ALL CONDITIONS REQUIRED BY THE WARRANTIES. WHERE THE MANUFACTURER’S

WARRANTY REQUIREMENTS AND/OR RECOMMENDATIONS VARY FROM THE REQUIREMENTS

OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS EXPECTED TO COMPLY WITH THE

STRICTER OF THE TWO PROVIDING REQUIREMENTS DO NOT VOID WARRANTY.

12. CONTRACTOR SHALL INFORM THE STATE IN WRITING, PROVIDE SHOP DRAWINGS, AND

AS-BUILT DRAWINGS WHERE PROPOSED CONSTRUCTION WILL DEVIATE FROM THE

CONSTRUCTION DOCUMENTS.

13. IF STAGING IS NEEDED, CONTRACTOR TO COORDINATE WITH ENGINEER FOR FINAL STAGING

SITE LOCATION.

14. CONTRACTOR'S PRIME REPRESENTATIVE SHALL BE PRESENT ON SITE AT ALL TIMES.

15. CONTRACTOR TO THOROUGHLY SWEEP AND REMOVE ALL F.O.D. FROM ENTIRE WORK SITE AT

CONCLUSION OF ALL WORK.

FIRE CODE / FIRE SAFETY NOTES:

1. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH THE

FIRE CODE (NFPA 1 2018) WITH APPLICABLE COUNTY AMENDMENTS.

ELECTRICAL NOTES:

1. PLANS DO NOT INDICATE COMPLETE EXISTING ELECTRICAL CONDITIONS. CONTRACTOR SHALL

VISIT JOBSITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS AND EXTENT OF

DEMOLITION AND NEW WORK PRIOR TO THE START OF WORK.

2. PRIOR TO THE START OF WORK, CONTRACTOR SHALL VISIT JOBSITE AND REPORT ANY

DISCREPANCIES AND/OR DIFFERENCES IN DRAWINGS, IN RESPECT TO EXISTING CONDITION, TO

THE ENGINEER.

3. CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES AND QUESTIONS PRIOR TO THE START OF

WORK. NO EXTRA PAYMENT SHALL BE ALLOWED ON ACCOUNT OF WORK MADE NECESSARY BY

CONTRACOTR'S FAILURE TO VISIT THE SITE AND/OR FAILURE TO RESOLVE DISCREPANCIES AND

QUESTIONS.

4. CONTRACTOR SHALL INVESTIGATE EACH AIRFIELD LIGHTING MANHOLE AFFECTED BY THE

WORK AND PROVIDE DETAILED SCHEMATICS AND MANHOLE BUTTERFLY DIAGRAMS WITH

PICTURES PRIOR TO DEMOLITION AND NEW WORK.

SPECIAL NOTES:

1. THE CONTRACTOR SHALL MAINTAIN AVIATION SAFETY IN THE AIR OPERATIONS AREA (AOA) AT

ALL TIMES DURING CONSTRUCTION ACTIVITY BY COMPLYING WITH FAA ADVISORY CIRCULAR

150/5370-2 (CURRENT EDITION), OPERATION SAFETY ON AIRPORTS DURING CONSTRUCTION.

2. IN ORDER TO MINIMIZE DISRUPTION TO AIRPORT OPERATIONS, ALL TRENCHING AND WORK

INVOLVING HEAVY EQUIPMENT ON THE AIRFIELD SHALL BE PERFORMED DURING OFF-PEAK

HOURS AT NIGHT. CONSTRUCTION OPERATIONS SHALL BE SCHEDULES SUCH THAT TAKEOFFS

AND LANDINGS HAVE PRIORITY OVER CONSTRUCTION ACTIVITY. NO CONSTRUCTION SHALL BE

PERFORMED WITHIN THE RUNWAY SAFETY AREA UNLESS THE RUNWAY IS CLOSED. REQUESTS

FOR RUNWAY CLOSURES SHALL BE SUBMITTED AT LEAST TWO WEEKS IN ADVANCE TO ENSURE

THAT PROPER "NOTICE TO AIRMEN" (NOTAM) CAN BE ISSUED. SCHEDULING OF CONSTRUCTION

ACTIVITIES SHALL BE AGREED UPON IN DETAIL WITH THE AIRPORT MANAGER (OR HIS

AUTHORIZED REPRESENTATIVE). CONSTRUCTION MANAGER AND FAA TOWER PERSONNEL. AT

ANY TIME DURING CONSTRUCTION. THE CONTRACTOR MAY BE DIRECTED BY AIRPORT

OPERATIONS TO PUSH BACK START TIMES, MOVE UP END TIMES, INTERRUPT WORK

TEMPORARILY, OR CANCEL WORK ENTIRELY DURING EMERGENCY CONDITIONS AND OTHER

UNFORESEEN EVENTS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SERVICES OF EFFICIENT, QUALIFIED

PERSONNEL EQUIPPED W/ 2-WAY RADIO EQUIPMENT FOR CONTINUOUS MONITORING AND

COMMUNICATIONS WITH AIRPORT OPERATIONS. ALL PERSONNEL SHALL ATTEND AN AOA DRIVER

TRAINING CLASS TO BECOME FAMILIAR WITH AIRFIELD SIGNS AND MARKINGS AND BE ABLE TO

COMMUNICATE WITH AIRPORT OPERATIONS.

4. REFER TO THE SPECIFICATIONS, SECTION 8.21 OF THE SPECIAL PROVISIONS FOR

VEHICLE/PERSONNEL REQUIREMENTS IN RESTRICTED AIR OPERATIONS AND MOVEMENT AREAS.

5. ANY DAMAGES TO EXIST CABLES AND/OR UTILITY LINES, WHETHER OR NOT SHOWN, SHALL BE

REPAIRED AT NO COST TO THE STATE.

6. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL EXCAVATED

MATERIALS FROM THE RUNWAY AND TAXIWAY AREAS. UNLESS REQUIRED FOR SAFETY, THE

CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS, UNINSTALLED MATERIALS, BARRICADES,

ENCLOSURES AND OTHER OBSTACLES TO NORMAL OPERATIONS.

7. USE OF STEEL PLATES TO COVER OPEN TRENCHES SHALL NOT BE ALLOWED. CONTRACTOR

SHALL FILL AND COMPACT ALL TRENCHES AT THE END OF EACH WORK DAY.

LOCATION OF UNDERGROUND UTILITIES:

1. THE LOCATIONS OF UNDERGROUND UTILITIES, CABLES, DUCTS, CONDUITS, ETC. AS INDICATED

ON PLANS HAVE BEEN OBTAINED FROM EXISTING RECORDS AND ARE APPROXIMATE. NEITHER

THE AIRPORT NOR THE ARCHITECT/ENGINEER ASSUMES ANY RESPONSIBILITY WHATSOEVER

IN RESPECT TO THE ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION

SHOWN. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS,

SIZE AND TYPE OF MATERIALS OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE CONSTRUCTION. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH

FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES. PRIOR TO

CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF HIS OPERATION PLANS,

IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING

CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. ANY SUCH

MAINS AND/OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED IMMEDIATELY AT HIS EXPENSE.

2. THE CONTRACTOR SHALL USE HAND EXCAVATION TO PROVIDE INVESTIGATIVE PITS TO

IDENTIFY LOCATION OF EXISTING UTILITIES PRIOR TO ANY OTHER EXCAVATION ACTIVITIES.

3. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING IN AREAS OF EXISTING

UTILITIES. EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN ADVANCE OF EXCAVATION

IN ALL AREAS. ANY DAMAGE DONE TO KNOWN UTILITIES SHALL BE REPAIRED IMMEDIATELY BY

THE CONTRACTOR AT HIS EXPENSE. THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS

ARE APPROXIMATE ONLY, AND DEPTHS MAY NOT BE KNOWN. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REPLACING AND/OR REPAIRING ALL DAMAGE TO KNOW UTILITIES AND

AIRPORT PROPERTY.

4. DISTURBED AREAS OUTSIDE OF PAVEMENT AREAS SHALL BE RESTORED TO ORIGINAL

SURFACE ELEVATIONS, RAKED SMOOTH AND HYDRO-SEEDED.

AOA TRAFFIC CONTROL NOTES:

1. THE CONTRACTOR SHALL FURNISH ALL ESCORTS, FLAG PEOPLE, AND COMMUNICATION

DEVICES SPECIFIED IN THE TECHNICAL PROVISION SECTION 01800; AS WELL AS, ALL AOA

TRAFFIC CONTROL DEVICES SPECIFIED IN THE TECHNICAL PROVISION SECTION 01800 -

SPECIAL REQUIREMENTS FOR CONTRACTORS IN THE AOA..

2. THE CONTRACTOR'S ESCORTS SHALL CONTINUOUSLY MONITOR RADIO FREQUENCY,

INDICATED IN THE TECHNICAL PROVISION SECTION 01800 - SPECIAL REQUIREMENT FOR

CONTRACTORS ON THE AOA, FOR ALL POTENTIAL AIRCRAFT ACTIVITY THAT IS

UNFORESEEN.

3. BEFORE STARTING ANY WORK AT EACH WORKDAY, THE CONTRACTOR SHALL SET UP ALL

AOA TRAFFIC CONTROL DEVICES IN THE ORDER REQUIRED BY THE CONTRACT. AT THE END

OF EACH WORKDAY, THE CONTRACTOR SHALL TAKE DOWN ALL AOA TRAFFIC CONTROL

DEVICES IN THE REVERSE ORDER.

4. THE CONTRACTOR SHALL NOT TAKE DOWN ANY AOA TRAFFIC CONTROL DEVICES UNTIL

WORK IS COMPLETED ON THE AOA.

5. THE CONTRACTOR SHALL NOT LEAVE THE AOA UNTIL ALL AOA TRAFFIC CONTROL DEVICES

HAVE BEEN TAKEN DOWN.

6. THE CONTRACTOR SHALL NOT LEAVE THE AIRPORT UNTIL ALL STAGING AREAS ARE

CLEARED ACCORDING TO TECHNICAL PROVISION SECTION 01700 - MOBILIZATION AND

DEMOBILIZATION.

7. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN AND ANY OUTAGE REQUESTS TO

ENGINEER PRIOR TO CONSTRUCTION.

S H E E T I N D E X

DESCRIPTION OF DRAWINGSSHEETDRAWING NUMBER

CIVIL DRAWINGS

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L G

E N

E R

A L

S

H E

E T

G

N

O T

E S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

G-002

SHEET INDEX

AND

NOTES

TITLE SHEET

SHEET INDEX AND NOTES

EXISTING CONDITIONS PLAN

DEMOLITION PLAN

BEST MANAGEMENT PRACTICES PLAN

BEST MANAGEMENT PRACTICES NOTES

SITE PLAN

DETAILS

GENERAL NOTES, FOUNDATION PLAN AND DETAILS

FOUNDATION PLAN

WALL SECTIONS

ELECTRICAL SYMBOLS, GENERAL NOTES

ELECTRICAL DEMOLITION PLAN

ELECTRICAL PLAN

G-001

G-002

C-001

C-002

C-003

C-004

C-101

C-102

S-001

S-101

S-301

E-1

E-2

E-3

STRUCTIURAL DRAWINGS

ELECTRICAL DRAWINGS

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-001

EXISTING

CONDITIONS

PLAN

EX. UNICOM TOWER

EDGE OF PAVEMENT

SHED

L3HARRIS

COMM BLDG

ANTENNA TO BE

RELOCATED BY OTHERS

EXIST. RACK

TO REMAIN

DEMOLISH STAIRS

DEMOLISH EXIST.

UNICOM TOWER

EX. CONC SLAB & BACK WALL (TO 8-FT) TO REMAIN

ELECT COMPONENTS ON REMAINING WALL TO REMAIN

PROVIDE TEMP. SUPPORT/BRACING AND

COVER AS REQUIRED TO STABILIZE REMAINING WALL

AND TO PROTECT EX. ELECT. PANELS/EQUIPMENT

DEMOLISH EXIST.

LADDER

RELOCATE EX. CONDUIT/

LIGHTS LOWER TO

REMAINING WALL

CUT & CAP POST

ABOVE EXIST. RACK

DEMOLISH EXIST.

UNICOM TOWER

INCLUDING STAIRS

EXIST. RACK

TO REMAIN

RELOCATE EX. CONDUIT/

LIGHTS LOWER TO

REMAINING WALL

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-002

DEMOLITION

PLAN

EX. SHED

TO REMAIN

EX. UGE

TO REMAIN

EX. UGE

TO REMAIN

EX. WATER

TO REMAIN

ANTENNA TO BE RELOCATED

BY OTHERS

EX. CONC. SLAB & BACK WALL (TO 8-FT) TO REMAIN

PROVIDE TEMP. SUPPORT/BRACING & COVER

AS REQUIRED TO STABILIBIZE REMAINING WALL

AND TO PROTECT EX. ELECT. PANELS/EQUIPMENT

EX. UGE

TO REMAIN

ALL ELECT. PANELS/EQUIPMENT

& FEEDS TO REMAIN

(SEE ELECT DWGS)

CUT & CAP WATER

LINE ABOVE SLAB

EX. UGE

TO REMAIN

DEMOLISH EXIST. TOWER

EXCEPT AS NOTED

EX. OVERHEAD RACK

TO REMAIN

COLD PLANE 2" OF ASPHALT PAVEMENT

REMOVE FOUNDATION / CONCRETE PLINTHS

& STRIP FOOTINGS TO 6" BELOW GRADE

EX. OH ELECT.

TO BE REMOVED

(SEE ELECT DWGS)

EX. SEWER

TO REMAIN

REMOVE

EX. LADDER

CUT & CAP SEWER

ABOVE SLAB

DEMOLISH SIDE & INTERIOR WALLS

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-003

BEST MANAGEMENT

PRACTICES

PLAN

TWO LAYERS

DRAIN FILTER FABRIC

WRAPPED OVER DRAIN

INLET COVER (TYPICAL)

DRAIN INLET

COVER

FILTERED WATER

SECTION A-A

TWO LAYERS DRAIN FILTER

FABRIC WRAPPED OVER

DRAIN INLET COVER

(TYPICAL)

DRAIN INLET

A A

NOTE:

PLAN

WHERE MULTIPLE INLET GRATES OCCUR, INSTALL ONE

FILTER SOCK AROUND BOTH INLETS.

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-004

BEST MANAGEMENT

PRACTICES

NOTES

BEST MANAGEMENT PRACTICE EROSION CONTROL NOTES:

TEMPORARY EROSION CONTROL NOTES:

1. CONTRACTOR TO INSTALL DRAIN INLET PROTECTION BEFORE THE START OF ANY WORK.

2. DRAIN INLET PROTECTION SHALL BE IMMEDIATELY REPAIRED WHEN DAMAGED DURING CONSTRUCTION

OPERATIONS.

3. BMP MEASURES AND PRACTICES SHALL BE IN ACCORDANCE WITH DOTA'S HNL SWMPP, WHICH INCLUDES, BUT IS NOT LIMITED TO, DOTA'S CONSTRUCTION ACTIVITIES BMP FIELD MANUAL.

4. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE AND COMPLIANCE WITH THE

DOH'S NPDES PERMIT WHICH INCLUDES, BUT IS NOT LIMITED TO, HAR CHAPTER 11-54, 11-55, AND 11-56.

5. THE CONTRACTOR SHALL REQUEST AN INITIAL BMP INSPECTION BE CONDUCTED BY AIR-EE. THE INITIAL

BMP INSPECTION WILL BE SUBJECT TO THE AVAILABILITY OF THE BMP INSPECTOR. NO CONSTRUCTION

ACTIVITIES, EXCEPT FOR ACTIVITIES REQUIRED FOR THE INSTALLATION OF THE TEMPORARY BMP

MEASURES, SHALL COMMENCE PRIOR TO THE INITIAL BMP INSPECTION AND THE CORRECTION OF ALL

DEFICIENCIES THAT ARE NOTED DURING THE INSPECTION. ONLY AFTER ALL CORRECTIVE ACTIONS HAVE

BEEN DOCUMENTED AND ACCEPTED BY AIR-EE SHALL CONSTRUCTION ACTIVITIES BE ALLOWED TO

COMMENCE.

6. INDEPENDENT THIRD-PARTY BMP INSPECTION WILL BE CONDUCTED MONTHLY. THE CONTRACTOR SHALL

COMPLY WITH THESE INSPECTIONS.

7. AFTER THE SITE HAS BEEN PERMANENTLY STABILIZED, THE CONTRACTOR SHALL REQUEST A FINAL BMP

INSPECTION BE CONDUCTED BY AIR-EE. THE FINAL BMP INSPECTION WILL BE SUBJECT TO THE

AVAILABILITY OF THE AIR-EE BMP INSPECTOR. NO BMP MEASURES SHALL BE REMOVED PRIOR TO THE

FINAL BMP INSPECTION AND THE CORRECTION OF ALL DEFICIENCIES THAT ARE NOTED DURING THE

INSPECTION. ONLY AFTER ALL CORRECTIVE ACTIONS HAVE BEEN DOCUMENTED AND ACCEPTED BY AIR-EE

SHALL THE BMP MEASURES BE ALLOWED TO BE REMOVED.

8. PROVIDE MEASURES AND/OR PRACTICES THAT MUST BE FOLLOWED BY THE CONTRACTOR TO PREVENT

SEDIMENT TRACKING ONTO THE RUNWAYS AND TAXIWAYS EACH DAY. SOMETIMES, INSTALLATION OF A

STABILIZED AGGREGATE CONSTRUCTION ENTRANCE/EXIT, ESPECIALLY IN THE MOVEMENT AREA, IS NOT

ALWAYS FEASIBLE; THEREFORE, OTHER MEASURES AND PRACTICES MUST BE IMPLEMENTED.

9. EXCAVATED SOIL CAN ONLY BE RE-USED ON AIRPORT PROPERTY AFTER BEING PROPERLY TESTED FOR

CONTAMINATES FOLLOWING DOH’S SAMPLING GUIDELINES AND APPROVED BY AIR-EE. SUBMIT THE

LABORATORY TEST RESULTS TO THE RPM FOR REVIEW BY AIR-EE. PROPER BMP MEASURES SHALL BE

IMPLEMENTED FOR THE STOCKPILES AT ALL TIMES.

10. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES SHOWN ON THE

DRAWINGS ARE APPROXIMATE AND ARE BASED ON THE LATEST DATA AVAILABLE TO THE ENGINEER. THE

INFORMATION SHOWN IS NOT GUARANTEED AS TO ITS ACCURACY OR TO ENSURE THE CONTRACTOR

FROM ENCOUNTERING OTHER OBSTACLES DURING HIS COURSE OF WORK. THE CONTRACTOR SHALL

MAKE INDEPENDENT CHECKS AND CONSULT WITH UTILITY FIRMS TO VERIFY THE EXACT LOCATIONS OF

THE UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL NOT BE RELIEVED FROM ANY LIABILITY DUE

TO DAMAGES RESULTING FROM HIS OPERATIONS.

11. DUST CONTROL SHALL BE APPLIED TO REDUCE DUST EMISSIONS. THE CONTRACTOR, AT HIS OWN

EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM DUST NUISANCE.

CONTRACTOR SHALL WATER STOCKPILES TO REDUCE DUST EMISSIONS. THE WORK SHALL BE IN

CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS CONTAINED IN HAWAII ADMINISTRATIVE

RULES: CHAPTER 11-60.1 "AIR POLLUTION CONTROL".

12. DOTA REQUIRES THAT STAFF WITH CONSTRUCTION PROGRAM RESPONSIBILITIES (E.G. SPMS, CMS, CONTRACTOR, INSPECTORS, PLAN REVIEWERS) TO BE TRAINED ANNUALLY. THE TRAINING IS SPECIFIC TO

DOTA ACTIVITIES, INCLUDING THE PROPER INSTALLATION AND MAINTENANCE OF ACCEPTED BMPS, RULES, AND PROCEDURES. THE PERTINENT TRAINING VIDEO IS AVAILABLE ON THE DOTA WEBSITE:

HTTP://HIDOT.HAWAII.GOV/AIRPORTS/DOING-BUSINESS/ENGINEERING/ENVIRONMENTAL/CONSTRUCTION-SITE-

RUNOFF-CONTROL-PROGRAM/ SUBMIT THE COMPLETED TRAINING ROSTERS AND CONSTRUCTION

TRAINING QUIZZES TO THE DOTA ENVIRONMENTAL SECTION (FAX: 808-838-8017) OR EMAIL TO

DOT.AIR.ENVIRONMENTAL@HAWAII.GOV

1. THE CONTRACTOR SHALL MINIMIZE THE AMOUNT OF LAND TO BE EXPOSED AT ANY ONE TIME.

2. GRADING OPERATIONS SHALL PROCEED FROM THE HIGHER GROUND AREAS FIRST, WHERE EXCAVATION

OPERATIONS ARE NECESSARY. THE EXISTING VEGETATION ON THE LOWER AREA SHALL BE LEFT IN PLACE

AS LONG AS FEASIBLE TO SERVE AS A FILTER IN MEDIUM.

3. IF THE EXCAVATED MATERIAL FROM HIGHER IS NEEDED TO FILL THE LOWER AREA DESCRIBED IN #2

ABOVE, FILLING OPERATIONS SHALL BE DONE IN PHASES IN ORDER THAT EROSION AND SEDIMENTATION

PROBLEMS CAN BE HELD TO A MINIMUM.

4. WHEN INSTALLING THE DRAINAGE SYSTEM FOR THE PROJECT, SEDIMENT CONTROL FILTERS OR FILTER

FABRIC AT THE INLETS TO THE SYSTEM SHALL BE PROVIDED TO PREVENT SILT FROM ENTERING THE

SYSTEM.

5. THE ABOVE PROCEDURE FOR EROSION AND SEDIMENT CONTROL MAY BE REVISED BY THE CONTRACTOR

TO CONFORM TO HIS GRADING OPERATION PROCEDURE, HOWEVER, ANY REVISION TO THE ABOVE SHALL

BE SUBMITTED BY THE CONTRACTOR TO THE RPR FOR APPROVAL BY THE DOTA'S ENVIRONMENTAL

SECTION (AIR-EE) PRIOR TO IMPLEMENTATION OF THE CHANGES.

FIBER ROLL NOTES:

1. FIBER ROLLS SHALL BE PLACED AROUND THE CONTRACTORS STAGING AND STOCKPILE AREAS AS

SHOWN IN THE PLAN.

2. FIBER ROLLS SHALL CONSIST OF STRAW, FLAX, MULCH OR OTHER SIMILAR MATERIAL BOUND IN A

TIGHT TUBULAR ROLL A MINIMUM OF 8" IN DIAMETER.

3. BIND ROLL AT EACH END AND EVERY 4 FT ALONG LENGTH OF ROLL WITH JUTE-TYPE TWINE.

4. TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE

ROLL.

5. STAKE FIBER ROLLS ON-GRADE AS NECESSARY.

A. DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM ON CENTER.

B. USE STAKES WITH A MINIMUM LENGTH OF 12 IN.

6. IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED, NOT

ABUTTED

7. INSPECT FIBER ROLL DAILY AND IMMEDIATELY AFTER EACH RAINFALL EVENT. ANY REQUIRED

REPAIRS SHALL BE MADE IMMEDIATELY.

8. SHOULD THE FABRIC ON A FIBER ROLL DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE

END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL NECESSARY, THE FABRIC SHALL

BE REPLACED PROMPTLY.

9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. SEDIMENT SHALL BE

REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER.

10. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE FIBER ROLL IS NO LONGER REQUIRED

SHALL BE REMOVED BY THE CONTRACTOR.

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-101

SITE

PLAN

RECONSTRUCTED

ELECTRICAL / STORAGE BUILDING

SEE C-105

NEW 2" AC PAVEMENT OVERLAY

(SEE DETAIL 2/C-102)

PRE-FABRICATED MODULAR TOWER

BY PANEL BUILT, INC. OR APPROVED EQUAL

SEE C-105

INSTALL 30-FT TALL

UTILITY WOOD POLE W/

ANTENNA MOUNTING BRACKETS

SEE DETAIL 1/C-102

ANTENNA INSTALLED

BY OTHERS

SEE DETAIL 1/C-102

EX. CABLE RACK

C-102

NEW UTILITY WOOD POLE

FINISH GRADE

ANTENNA MOUNTING BRACKETS

(INSTALL SET OF 2 SINCLAIR PN 17-A)

ANTENNA INSTALLED

BY OTHERS

L3HARRIS

COMM BLDG

C-102

PROVIDE SET OF 2

HD PIPE-TO-PIPE CLAMP

(NEWAVE PN AM1019-5)

AIRPORTS

DSGN. DRWN. CHKD. APPD.

DATE :

DWG. NO.

SHEET :

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

JL AP

JL

JL

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

OF 14 SHEETS

C U

S E

R S

J Y

L E

E O

N E

D R

I V

E

O

C E

A N

I T

G

G

H H

N L

I D

A

M

G

E N

E R

A L

O

J E

C T

S H

W

A I H

A P

A I C

O

U

N I C

W

S T

A L L A

T I O

N

S

I G

N

P

A C

K A

G E

D

R A

W I N

G S

F

I N

A L F

I N

A L

S

U B

M I T

T A

L C

I V

I L C

T

O

C

P

L A

N S

D

W G

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

REVISIONSNO. DATE REVISIONS

C-102

ELEVATIONS

AND

DETAILS

CONCR. FOOTING/

PEDESTAL, TYP OF (6)

(SEE STRUCT DWGS)

MEZZANINE/

CATWALK ABOVE

EX. REMAINING FTG

BELOW GRADE

NEW 2" AC PAVEMENT

OVERLAY

RECONSTRUCTED

ELECT/STORAGE BUILDING

CONC STAIR LANDING

CONC FTG/PEDESTAL, TYP OF (4)

(SEE STRUCT DWGS)

CONTROL BOOTH ABOVE

CONC FTG/PEDESTAL, TYP OF (4)

(SEE STRUCT DWGS)

CONC FTG/PEDESTAL, TYP OF (6)

(SEE STRUCT DWGS)

CORNER TRIM

EX. CONC SLAB

STAIRS

STAIR LANDING

STAIR LANDING

ABOVE

STAIRS

CONTROL BOOTH

STAIR LANDING

STAIRS

HANDRAIL

HANDRAIL

MEZZANINE

W/ GRATING

4'X5' CONC LANDING

EX. CABLE RACK

ABOVE

REUSE EX. ANGLE

AND PIPE CLAMP

TO SUPPORT EX. POST

CONT. DBL 2X4 ABOVE

STEEL TUBING

COLUMN

ALL TOP OF PEDESTALS

SHALL BE LEVELED

CUT AND CAP EX. POST

ABOVE CABLE RACK

EX. POST

PAINT EX. WALL

EX. CABLE RACK

SECURE NEW

GALV. ∠3X3X

TO EX. ANGLE

SECURE EX. ANGLE

TO 2X4 (PROVIDE SEPARATOR

BETWEEN DISSIMILAR METALS)

REUSE EX. PIPE CLAMP

TO SUPPORT EX. POST

STORAGE ROOM

ELECTRICAL ROOM

EX. CONC. SLAB

2X4 STUDS AT 16" OC

SEE STRUCT DWGS

FOR FRAMING DETAILS

RAFTER

" ROOF SHEATHING

ROOF UNDERLAYMENT

ASPHALT SHINGLE

CONT. DBL 2X4

CONT. FLASHING

" GYPSUM BOARD

PAINT ALL

INTERIOR

WALLS

" SHEATHING

BUILDING PAPER

LP SMARTSIDE CEDAR

TEXTURED PANEL SIDING

CONT. DRIP EDGE

LP SMARTSIDE CEDAR

TEXTURED PANEL SIDING

CONT. BEAD

OF SEALANT

C-105

C-105

SEE DETAIL 2/C-105

FOR NEW WALL DETAILS

C-105

CORNER TRIM

CORNER TRIM

LP SMARTSIDE CEDAR

TEXTURED PANEL SIDING

EX. CONC. SLAB

NEW 2" AC PAVEMENT

OVERLAY

3'-0"X7'-0" HOLLOW METAL DOORS & FRAMES

TO BE PAINTED ON ALL SIDES

FINISH HARDWARE: HINGES, DOOR SWEEPS, AND LOCK SETS

COORDINATE WITH DOTA ON KEYING SCHEDULE

C-105

C-105

6" 1'

-0

1' -0

3" C

LR

2" C

LR

2"

CLR

HSS COL BY PEMB

(3) #3 TIES AT 3" OC

AND (1) #3 TIE AT 6" OC

3'-3" SQ

1 1/2"

CLR

PAVEMENT, REFER

TO CIVIL DRAWINGS

1/2" PRE-MOLDED

JOINT FILLER

1'-3" SQ CONC

PEDESTAL

1 1/2" NON-SHRINK

GROUT

(8) #4 VERT W/ STD

HOOK AT BASE

2'-0" SQ FTG W/ (3)

#4 EA WAY, TYP AT

STAIR FTG

(5) #4 EW

S-001

TYP COLUMN FOOTING

SCALE: 1" = 1'-0"

STRUCTURAL NOTES

FOUNDATIONS:

1. IN ACCORDANCE WITH TABLE 1806.2 OF THE BUILDING CODE, AN ALLOWABLE FOUNDATION

BEARING PRESSURE OF 1,500 PSF HAS BEEN ASSIGNED FOR THE DESIGN OF FOUNDATIONS

RELATED TO THIS PROJECT.

2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND

1705 OF THE BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE

CONSTRUCTION DOCUMENTS.

3. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 12 INCHES BELOW LOWEST ADJACENT

FINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED BY THE INSPECTION

AGENCY REPRESENTATIVE PRIOR TO CONSTRUCTING CONCRETE FORMS AND/OR PLACING

REINFORCING STEEL. ANY EXCESS OR NON-COMPLYING MATERIAL AS DETERMINED BY THE

INSPECTION AGENCY REPRESENTATIVE SHALL BE REMOVED AND REPLACED.

4. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,

GROUND WATER OR SEEPAGE.

5. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,

SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN ALL EARTH BANKS.

6. IF THE CONTRACTOR, DURING THE COURSE OF SITE WORK, DISCOVERS ANY SOIL CONDITION

THAT IS UNSUITABLE (VEGETATION/ORGANICS, POTTING SOIL, ORGANIC SOIL,

UNDOCUMENTED FILLS, SOFT/WET SOILS, CONSTRUCTION DEBRIS, ETC.) THE ENGINEER OF

RECORD SHALL BE NOTIFIED IMMEDIATELY.

7. SUBGRADE AT ALL FOOTINGS SHALL BE PREPARED WITH 6" WELL-GRADED GRAVEL SUBBASE

AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY.

REINFORCING STEEL

1. UNLESS OTHERWISE INDICATED ON PLANS AND/OR SCHEDULE, ALL REINFORCING STEEL

SHALL BE DEFORMED BARS WHICH SHALL CONFORM TO THE STANDARD SPECIFICATION OF

ASTM A615 GRADE 60. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM

A706, GRADE 60.

2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING TO REINFORCED BARS.

3. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. SPLICES AT OTHER

LOCATIONS SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS AND APPROVED BY

THE ENGINEER. SEE DETAILS FOR "LAP SPLICES".

4. BARS NOTED AS "CONT" VERTICAL AND HORIZONTAL WALL REINFORCING AND COLUMN

REINFORCING SHALL HAVE A MINIMUM SPLICE EQUAL TO 48 BAR DIAMETERS BUT NOT LESS

THAN 24 INCHES.

5. ALL REINFORCING STEEL, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN

POSITION PRIOR TO PLACING CONCRETE.

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-14, UNLESS OTHERWISE NOTED.

2. SLEEVES EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN

STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. PIPE MAY PASS THROUGH

STRUCTURAL CONCRETE IN SLEEVES BUT SHALL NOT BE EMBEDDED THEREIN.

3. PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CONCRETE EDGES.

4. ALL CONCRETE WORK SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT USING

A MECHANICAL VIBRATOR. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF NOT LESS

THAN 7 DAYS.

5. LOCATIONS OF ALL CONSTRUCTION OR COLD JOINTS SHALL BE COORDINATED WITH AND

APPROVED BY THE ENGINEER.

6. 48 HOURS PRIOR TO THE POURING OF ANY STRUCTURAL CONCRETE, THE CONTRACTOR

SHALL NOTIFY THE SPECIAL INSPECTOR SO AN INSPECTION CAN BE MADE OF ALL FORMS

AND REINFORCING STEEL.

7. THE 28-DAY COMPRESSIVE STRENGTH AND MAXIMUM AGGREGATE SIZE OF CONCRETE

SHALL BE AS FOLLOWS:

STRENGTH

(PSI)

MAX

AGGREGATE

W/C

RATIO

FOOTINGS 4,000 3/4" 0.50

SPECIAL INSPECTION REQUIREMENTS LIST BELOW:

1. THE CONTRACTOR SHALL EMPLOY A SPECIAL INSPECTOR FOR WORK REQUIRING SPECIAL

INSPECTION PER CHAPTER 17 OF THE 2018 IBC.

2. SPECIAL INSPECTION FIRM SHALL HAVE AT LEAST 6 YEARS OF EXPERIENCE AND SHALL BE

CERTIFIED WITHIN THE BUILDING DEPARTMENT JURISDICTION OF CONSTRUCTION (IF SUCH

CERTIFICATION EXIST).

3. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE SPECIAL INSPECTOR TO

ENSURE THAT ALL ELEMENTS REQUIRING SPECIAL INSPECTION ARE INSPECTED.

4. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK:

A. CONCRETE:

OBSERVE THE TAKING OF TEST SPECIMENS AND THE PLACING OF CONCRETE FOR ALL

ELEMENTS.

B. REINFORCING STEEL:

OBSERVE THE PLACEMENT OF ALL REINFORCING. THE SPECIAL INSPECTOR NEED NOT

BE PRESENT CONTINUOUSLY DURING THE PLACING OF REINFORCING STEEL, PROVIDED

HE HAS INSPECTED FOR CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE

CLOSING OF FORMS FOR THE DELIVERY OF CONCRETE TO THE JOBSITE.

C. EXPANSION BOLTS AND EPOXIED ANCHORS

D. FIELD WELDING

E. PRE-ENGINEERED METAL BUILDING CONSTRUCTION

DESIGN LOADS:

1. WIND LOADS:

RISK CATEGORY . . . . . . . . . . . . . . . . . . . II

BASIC WIND SPEED (3-SEC GUST) . . . . . . . . . 140 MPH

WIND EXPOSURE . . . . . . . . . . . . . . . . . . . C

2. EARTHQUAKE DESIGN DATA"

RISK CATEGORY . . . . . . . . . . . . . . . . . . . II

SEISMIC IMPORTANCE FACTOR . . . . . . . . . . 1.0

MAPPED ACCELERATION PARAMETERS

SS (PERIOD = 0.2s) . . . . . . . . . . . . . . . . 0.520 S1 (PERIOD = 1.0s) . . . . . . . . . . . . . . . . 0.139

SDS . . . . . . . . . . . . . . . . . . . . . . . . . 0.480

SD1 . . . . . . . . . . . . . . . . . . . . . . . . . 0.215

SITE CATEGORY . . . . . . . . . . . . . . . . . C

GRAPHIC SCALES:

31 20

1"=1'-0"

CLR CLEAR

COL COLUMN

CONC CONCRETE

EA EACH

FTG FOOTING

HSS HOLLOW STRUCTURAL SECTION

PEMB PRE-ENGINEERED METAL BUILDING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

SQ SQUARE

STD STANDARD

TYP TYPICAL

VERT VERTICAL

W/ WITH

ABBREVIATIONS:

WOOD:

1. LUMBER AND MANUFACTURED WOOD PRODUCTS SHALL

CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE

AND NDS SPECIFICATIONS.

2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN

CONFORMANCE WITH WCLB STANDARD GRADING AND

DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST

EDITION, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

3. ALL SHEATHING AND LUMBER MATERIALS SHALL BE

PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA

STANDARD U1 (UC1 THROUGH UC48) FOR AWPA

STANDARDIZED PRESERVATIVES. FOR SBX DISODIUM

OCTOBORATE TETRAHYDRATE (DOT), RETENTION SHALL BOT

BE LESS THAN 0.28 PCF B203 FOR EXPOSURE TO FORMOSAN

TERMITES. ALL TREATED LUMBER SHALL BE PROTECTED

FROM DIRECT WEATHER EXPOSURE AS DIRECTED IN AWPA

UC1 AND UC2.

4. LUMBER SHALL BE DOUGLAS FIR-LARCH WITH GRADES AS

FOLLOWS:

A. JOISTS: UP TO 4 INCH NOMINAL THICKNESS . . . . . . NO. 2

B. BEAMS AND STRINGERS . . . . . . . . . . . . . . . . . . . . . . . NO. 1

C. POST AND TIMBERS . . . . . . . . . . . . . . . . . . . . . . . . . . . NO. 1

D. PLATES AND MISCELLANEOUS LIGHT FRAMING . . .

STANDARD

E. STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO. 2

5. ALL NAILS SHALL BE COMMON WIRE NAILS. WHEREVER

POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN

SHALL BE USED. THERE SHALL BE A MINIMUM OF 2 NAILS AT

ALL WOOD CONTACTS AND JOINTS USING 8d NAILS FOR 1 INCH THICK MATERIAL, 16d NAILS FOR 2 INCH THICK MATERIAL, AND 40d NAILS FOR 3 INCH THICK MATERIAL. ALL CONTINUOUS

CONTACTS PROVIDE MINIMUM NAILS AT 12" OC WITH NAIL

SIZES AS CALLED ABOVE.

6. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,

JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER

TO CATALOG NUMBERS OF STRONG0TIE CONNECTORS

MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT

DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED

PROVIDED THAT THEY HAVE ICC APPROVAL FOR EQUAL OR

GREATER LOAD CAPACITIES AND ARE SUBMITTED FOR

REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER.

7. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL

BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE

GOVERNING CODE.

8 .PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS,

HEADS, AND NUTS IN CONTACT WITH WOOD.

9. ALL STRUCTURAL SHEATHING SHALL BE STRUCTURAL I

PLYWOOD OR ORIENTED STRAND BOARD (OSB) AND SHALL

CONFORM TO PRODUCT STANDARD PS1-95 OR PS2-99 TYPE

AND THICKNESS SHALL BE AS SPECIFIED ON THE PLANS.

10. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY

DEMONSTRATION AND THE APPROVAL OF THE CHECKING

AGENCY AND THE ENGINEER. NAIL HEADS SHALL NOT

PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL

FOR A HAND HAMMER. EDGE DISTANCES SHALL BE

MAINTAINED. SHINERS SHALL BE REMOVED AND REPLACED.

THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY

PERFORMANCE. MACHINE APPLIED NAILING ONLY ON

PLYWOOD GREATER THAN 5/16".

DD D

180° HOOK90° HOOK 135° HOOK

FINISHED

INSIDE BEND

DIAMETERS

FINISHED

INSIDE BEND

DIAMETERS

FINISHED

INSIDE BEND

DIAMETERS

BAR

SIZE

STIRRUPS AND TIES STANDARD HOOKS

ALL OTHER BENDS

FINISHED INSIDE BEND

DIA "D"

MIN STRAIGHT

EXTENSION FINISHED INSIDE BEND

DIA "D"

MIN STRAIGHT EXTENSION

90° & 135° HOOKS 90° HOOKS 180° HOOKS MIN INSIDE BEND

DIA "D"

#3 1 1/2" 3" 2 1/4" 4 1/2" 2 1/2" 2 1/4" #4 2" 3" 3" 6" 2 1/2" 3"

135°

BEND

STRAIGHT

EXTENSION

180°

BEND

MIN STRAIGHT

EXTENSION

90°

BEND

S-001

REBAR STANDARD HOOKS AND INSIDE BEND DIAMETERS

SCALE: NTS

NOTES:

1. FOR BEND DIAMETER SEE 1/S-001.

HOOP

135° HOOKS

SINGLE BAR

ENCLOSING ALL

LONGITUDINAL

BARS

S-001

TYPICAL HOOP DETAIL

SCALE: NTS

(2) 2x4 POST

10d FACE NAILING

AT PANEL EDGE

SPACING

TYP EDGE

NAILING

TYP EDGE

NAILING

SIMPSON DTT2Z HOLDOWN

W/ (8) 1/4"Øx1 1/2" SDS

SCREWS. SECURE TO

CONC W/ (1) 1/2"Ø HILTI

KWIK-X FASTENER W/ 4 1/4"

EMBEDMENT. SEE PLAN

FOR LOCATION

AT INTERSECTION

10d FACE NAILING

AT PANEL EDGE

SPACING

TYP EDGE

NAILING

SIMPSON DTT1Z HOLDOWN

W/ (6) 0.148"Øx1 1/2"

FASTENERS. SECURE TO

CONC W/ (1) 3/8"Ø HILTI

KWIK-X FASTENER W/ 3"

EMBEDMENT. SEE PLAN

FOR LOCATIONAT CORNER

S-001

SHEAR WALL INTERSECTION

SCALE: NTS

This work was prepared by me or under my supervision.

Licensed Expiration Date 04/30/2028

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

OF 11 SHEETS

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

P:

\H

O N

\2 4J

O

BS

\2

O T

D O

TA

-T

O

G

EN

ER

AL

E N

G

IN

EE

R

IN

G

-2 \0

.0 D

W G

S\ S\

D

IL

LI

N

G H

AM

F

IE

LD

U N

IC

O

M T

O W

ER

\2

0_ S-

1.

D W

G

OF 14 SHEETS

PB MM KL PB

GENERAL NOTES AND

DETAILS

S-001

3'-3" SQx1'-0"

DEEP CONC

FTG, TYP OF (4)

1'-3" SQ CONC

PEDESTAL, TYP

OF (10)

1'-0" x 5'-0" x 1'-0" DEEP

CONC FTG W/ #4 AT

12" OC EA WAY,

CENTERED AT STAIR

BASE

STAIR ABOVESTAIR LANDING

ABOVE

2'-0" SQ x 1'-0"

DEEP CONC FTG,

TYP OF (6)

STAIR LANDING

ABOVE

'-7

18'-0"

4'-0"

3' -7

'-8

/4

3' -7

3'-7"

17'-7" 2 1/2"

24'-0"

2' -3

/2

2'-3 1/2"

'-0

3'-0" 4'-0" 3'-0"

NEW FTG MAY BE

DOWELED INTO (E)

FTG. MATCH FTG

REBAR SIZE AND

SPACING. EMBED

DOWELS 6" MIN INTO

(E) CONC

REMOVE (E) CONC

PLINTH. (E) FTG MAY

REMAIN, TYP

S-301

S-301

S-301

S-001

NEW BUILDING FOUNDATION PLAN OVER EXISTING

SCALE: 3/8" = 1'-0"

NOTE:

FOUNDATIONS SHOWN ON THIS DRAWING ARE BASED ON PRELIMINARY DRAWINGS PROVIDED BY PANEL BUILT, INC., A PRE-ENGINEERED METAL BUILDING MANUFACTURER BASED IN BLAIRSVILLE, GEORGIA.

FOUNDATION INFORMATION IS PROVIDED FOR PRICING ONLY. PRIOR TO FOUNDATION CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE FOUNDATION CALCULATIONS SIGNED AND STAMPED BY A

STRUCTURAL ENGINEER REGISTERED IN THE STATE OF HAWAII TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. CONTRACTOR SHALL ALSO PROVIDE PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS AND CALCULATIONS SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN

THE STATE OF HAWAII TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL.

SPAN DIRECTION OF 3/8" CDX

PLYWOOD. FASTEN W/ 8d

COMMON NAILS AT 6" OC AT

PANEL EDGES AND12" OC AT

INTERMEDIATE SUPPORTS

4x12 4x12

2x4 STUD WALL BELOW

2x6 RAFTERS

AT 24" OC

S-001

ROOF FRAMING AT ELEC SHED

SCALE: 3/8" = 1'-0"

4' -0

(E) WALL W/ 2x4 STUDS AT 24" OC.

REPLACE TERMITE AND WATER

DAMAGED FRAMING AS REQUIRED.

SIMPSON DTT2Z

HOLDOWN

SIMPSON

DTT1Z

HOLDOWN

SIMPSON

DTT1Z

HOLDOWN 6

LEGEND

INDICATES SHEAR WALL WITH 15/32 PLYWOOD SIDING.

FASTEN SIDING TO WALL FRAMING WITH 1 1/2" 16 GA

STAPLES SPACED 6" OC AT PANEL EDGES. PROVIDE

STAPLES AT 12" OC AT INTERMEDIATE SUPPORTS.

INDICATES SHEAR WALL WITH 3/8" PLYWOOD. FASTEN

PLYWOOD TO WALL FRAMING WITH 8d COMMON NAILS AT 4" OC AT PANEL EDGES AND 8d COMMON NAILS AT

12" OC AT INTERMEDIATE SUPPORTS.

This work was prepared by me or under my supervision.

Licensed Expiration Date 04/30/2028

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

OF 11 SHEETS

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

P:

\H

O N

\2 4J

O

BS

\2

O T

D O

TA

-T

O

G

EN

ER

AL

E N

G

IN

EE

R

IN

G

-2 \0

.0 D

W G

S\ S\

D

IL

LI

N

G H

AM

F

IE

LD

U N

IC

O

M T

O W

ER

\2

0_ S-

1.

D W

G

OF 14 SHEETS

PB MM KL PB

FOUNDATION AND

ROOF FRAMING

PLANS

S-101

GRAPHIC SCALES:

6 821 3 40

3/8"=1'-0"

8' -0

(E) 2" AC

PAVEMENT

TYP EDGE

NAILING

TYP EDGE

NAILING

SIMPSON A34

CLIPS AT 24" OC

SIMPSON H3

TIES AT 24" OC

ROOF

SHEATHING

2x ROOF RAFTERS

2x BLKG AT 24" OC

2x4 BOT PLATE

2x4 PT SILL PLATE

2x4 STUDS AT 16" OC

(E) 4" THK CONC

SLAB-ON-GRADE W/

THICKENED SLAB

EDGES

TYP EDGE

NAILING

TYP EDGE

NAILING

SIMPSON A34

CLIPS AT 24" OC

SIMPSON H3

TIES AT 24" OC ROOF

SHEATHING

2x ROOF RAFTERS2x BLKG AT

24" OC

2x4 BOT

PLATE

2x4 PT SILL

PLATE

2x4 STUDS

AT 16" OC

8' -0

(E) 4" THK CONC

SLAB-ON GRADE

(E) 2" AC

PAVEMENT

WALL

BEYOND

TYP EDGE

NAILING SIMPSON H3

TIES AT 24" OC

ROOF

SHEATHING

(E) 2x4 BOT

PLATE

(E) 2x4 PT

SILL PLATE

(E) 2x4 STUDS

AT 16" OC

(E) 4" THK CONC

SLAB-ON-GRADE W/

THICKENED SLAB

EDGES

1/

2" 8'

-0

4x DOOR

HEADER

1/

2" 2x6 RAFTERS

RIPPED TO

DIMENSIONS

SHOWN

CONT Z

FLASHING

S-301

SECTION

SCALE: 1" = 1'-0"

S-301

SECTION

SCALE: 1" = 1'-0"

S-301

SECTION

SCALE: 1" = 1'-0"

PLYWOOD

SIDING

PLYWOOD

SHEATHING

PLYWOOD

SIDING

This work was prepared by me or under my supervision.

Licensed Expiration Date 04/30/2028

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

OF 11 SHEETS

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, HAWAII

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

MAY 7, 2026

P:

\H

O N

\2 4J

O

BS

\2

O T

D O

TA

-T

O

G

EN

ER

AL

E N

G

IN

EE

R

IN

G

-2 \0

.0 D

W G

S\ S\

D

IL

LI

N

G H

AM

F

IE

LD

U N

IC

O

M T

O W

ER

\2

0_ S-

1.

D W

G

OF 14 SHEETS

PB MM KL PB

WALL SECTIONS

S-301

GRAPHIC SCALES:

31 20

1"=1'-0"

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS GENERAL NOTES:

1. PLANS DO NOT INDICATE COMPLETE EXISTING ELECTRICAL

CONDITIONS. CONTRACTOR SHALL VISIT JOBSITE TO BECOME

FAMILIAR WITH ALL EXISTING CONDITIONS AND EXTENT OF ALL

WORK PRIOR TO THE START OF CONSTRUCTION.

2. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL

VISIT JOBSITE AND REPORT ANY DISCREPANCIES AND/OR

DIFFERENCE IN DRAWINGS, WITH RESPECT TO EXISTING

CONDITIONS, TO THE STATE.

3. CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES AND

QUESTIONS PRIOR TO THE START OF WORK. NO EXTRA PAYMENT

SHALL BE ALLOWED ON ACCOUNT OF WORK MADE NECESSARY BY

CONTRACTOR'S FAILURE TO VISIT THE SITE AND/OR FAILURE TO

RESOLVE DISCREPANCIES AND QUESTIONS.

4. BEFORE ANY ELECTRICAL WIRING IS CUT, CONTRACTOR SHALL

VERIFY USAGE OF WIRING TO ENSURE THAT REQUIRED SERVICES

ARE NOT DISCONTINUED.

5. FOR EXISTING CIRCUITS WHERE SOME ELECTRICAL ITEMS ARE

REMOVED, CONTRACTOR SHALL PROVIDE ALL NECESSARY

RACEWAYS, WIRES, BOXES, ETC., PER NEC REQUIREMENTS, TO

ENSURE ELECTRICAL CONTINUITY AND PROPER OPERATION OF

REMAINING CIRCUIT COMPONENTS.

6. ALL EXISTING LOADS ON THE EXISTING TOWER ELECTRICAL PANEL

SHALL REMAIN IN SERVICE.

7. NEW UNICOM TOWER IS A PREFABRICATED STRUCTURE,

COMPLETE WITH ALL ELECTRICAL DEVICES AND WIRING.

COORDINATE ELECTRICAL AND TELECOM REQUIREMENTS WITH

THE MANUFACTURER.

8. COORDINATE ALL OUTAGES WITH HDH AND FAA.

ELECTRICAL PANELBOARD

DUPLEX RECEPTACLE, 125V, NEMA 5-20R

NOTE:

PROVIDE GREEN GROUND CONDUCTOR IN ALL NEW BRANCH AND FEEDER

CIRCUITS INCLUDING LIGHT SWITCHING LEGS, SIZED PER NEC TABLE 250.122. ALL

CONDUCTORS #12 AWG MINIMUM.

RECEPTACLE, 250V, NEMA 6-20R

TELECOMMUNICATIONS OUTLET

ONE-LINE DIAGRAM

EXIST ENCLOSED

CIRCUIT BREAKER

3P200A 2P20A

EXISTING PANEL

208Y/120V, 3Ø, 4W, 225A

2P30A

EXIST SERVICE

DISCONNECT

EXISTING SHEDEXIST 3#12, 1#12 GND

NOTES:

1. ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.

2. "X" DENOTES TO REMOVE EXISTING ITEM.

3. PROVIDE DISCONNECTING MEANS FOR PREFABRICATED UNICOM TOWER.

EXISTING DUCTLINE

CONDUIT, CONCEALED

CONDUIT, EXPOSED

NEW LOADCENTER

120/240V, 1Ø, 3W

(PROVIDED BY OTHERS)

2P25A

NEW UNICOM TOWER

NEW 3/4"C, 3#12, 1#12 GND

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, 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

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

OF SHEETS

BHK KKO

E-1

MAY 7, 2026

BHK KKO

GENERAL NOTES

ELECTRICAL SYMBOLS,

12 14

AutoCAD SHX Text H.

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A.

AutoCAD SHX Text S.

AutoCAD SHX Text U.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text No. 16360-E

AutoCAD SHX Text

LICENSED

AutoCAD SHX Text

E-2

ELECTRICAL DEMOLITION PLAN

SCALE: 1/4"=1'-0" SCALE:

4' 2' 0 4' 8'

1/4"=1'-0"

GRAPHIC SCALE

EXISTING TELECOM

JUNCTION BOX

EXISTING PANEL

NORTH

EXISTING ENCLOSED

CIRCUIT BREAKER

EXISTING SHED

DISCONNECT AND REMOVE

EXISTING POWER AND

TELECOM WIRING TO SHED

PROVIDE TELECOM CABLE,

OUTDOOR RATED, FOR

TEMPORARY TELECOM SERVICE

PROVIDE 12/4 TYPE SOOW

CABLE TO EXISTING SHED

FOR TEMPORARY

ELECTRICAL SERVICE

EXISTING TOWER

EXISTING UTILITY METER

#68890806

NOTES:

EXISTING UNDERGROUND ELECTRICAL

LINES TO REMAIN IN PLACE.

PROVIDE HEAVY-DUTY MODULAR CABLE

PROTECTION RAMP FOR TEMPORARY

CABLES. RAMPS SHALL HAVE MULTIPLE

CHANNELS AND HIGH VISIBILITY MARKINGS.

ELECTRICAL AND TELECOM CABLES SHALL

BE INSTALLED IN SEPARATE CHANNELS.

3. EXISTING SHED SHALL REMAIN

OPERATIONAL AT ALL TIMES. ANY

OUTAGES SHALL BE COORDINATED WITH

HDH AND FAA.

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, 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

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

OF SHEETS

BHK KKO

E-2

MAY 7, 2026

BHK KKO

DEMOLITION PLAN

ELECTRICAL

13 14

AutoCAD SHX Text H.

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A.

AutoCAD SHX Text S.

AutoCAD SHX Text U.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text No. 16360-E

AutoCAD SHX Text

LICENSED

J

E-3

ELECTRICAL PLAN

SCALE: 1/4"=1'-0" SCALE:

4' 2' 0 4' 8'

1/4"=1'-0"

GRAPHIC SCALE

NORTH

TELECOM JUNCTION BOX

(PROVIDED BY OTHERS);

COORDINATE LOCATION

WITH MANUFACTURER

LOADCENTER

(PROVIDED BY OTHERS);

COORDINATE LOCATION

WITH MANUFACTURER

EXISTING TELECOM

JUNCTION BOX

EXISTING PANEL

EXISTING ENCLOSED

CIRCUIT BREAKER

EXISTING SHED

REMOVE TEMPORARY

TELECOM CABLE

REMOVE TEMPORARY

ELECTRICAL CABLE

NEW TOWER

EXISTING UTILITY METER

#68890806

NOTES:

EXISTING UNDERGROUND ELECTRICAL

LINES TO REMAIN IN PLACE.

3/4"C, 3#12, 1#12 GND. COORDINATE

ELECTRICAL REQUIREMENTS WITH TOWER

MANUFACTURER. PROVIDE CONDUIT

SUPPORTS AS REQUIRED.

1"C, TELECOM CABLE. PROVIDE CONDUIT

SUPPORTS AS REQUIRED.

4. NEW TOWER SHALL BE INSTALLED AND

OPERATIONAL PRIOR TO DEMOLITION OF

EXISTING SHED. ANY OUTAGES SHALL BE

COORDINATED WITH HDH AND FAA.

AT

KAWAIHAPAI AIRFIELD

MOKULEIA, OAHU, 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

CONSTRUCTION

DOCUMENTS

MAY 2026

UNICOM TOWER

INSTALLATION

CO2541-33

OF SHEETS

BHK KKO

E-3

MAY 7, 2026

BHK KKO

ELECTRICAL PLAN

14 14

AutoCAD SHX Text H.

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A.

AutoCAD SHX Text S.

AutoCAD SHX Text U.

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text No. 16360-E

AutoCAD SHX Text

LICENSED