FLAGLER EXECUTIVE AIRPORT

FLAGLER COUNTY, FLORIDA

AIR TRAFFIC CONTROL TOWER REHABILITATION

BID DRAWINGS

AVCON, INC.

ENGINEERS & PLANNERS

5555 EAST MICHIGAN ST, SUITE 200 - ORLANDO, FLORIDA 32822

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

www.avconinc.com

2026.355.03

JULY 2026DATE

BID DRAWINGS

REVISIONS

DESCRIPTIONDATENO.

N.T.S.

VICINITY MAP

MIAMI

FT.PIERCE

GAINESVILLE

AIRPORT LOCATION

ST.PETERSBURG

TAMPA

TALLAHASSEE

PENSACOLA

PANAMA CITY

KEY WEST

ORLANDO

JACKSONVILLE

TITUSVILLE

DAYTONA BCH.

PALM COAST, FL

N.T.S.

LOCATION MAP

NORTH

26-ITB-018

XXXXXX-X-XX-XX

X-XX-XXXXX-XX-XXFAA AIP NO.

FDOT FM NO.

FLAGLER COUNTY

PROJ. NO.

PROJECT NO.

N.T.S.

PROJECT MAP

PLANS PREPARED BY:

GI001

FLAGLER

EXECUTIVE

AIRPORT

100 100

NORTH

This item has been digitally signed and sealed by Daniel J.

Nickols, Jr., P.E., on the date adjacent to the seal. Signature must be verified on any electronic copies.

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

FLAGLER EXECUTIVE

AIRPORT (FIN)

FLAGLER COUNTY,

FLORIDA

AIR TRAFFIC

CONTROL TOWER

REHABILITATION

2026.355.03_GI SERIES

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2026.355.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JULY 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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FLAGLER COUNTY ITB NO. 26-ITB-018

SHEET NOTES

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER

FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF

PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL FIELD LOCATE, VERIFY, AND FURTHER IDENTIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (IDENTIFIED ON THE PLANS OR NOT) AFFECTING ANY COMPONENT OF WORK HEREIN PRIOR TO THE START OF ANY CONSTRUCTION. DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY

CONSTRUCTION.

2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO THE START OF ANY CONSTRUCTION. SPECIAL ATTENTION SHALL BE TAKEN WITH THOSE EXISTING UTILITIES, STRUCTURES OR FEATURES (IDENTIFIED ON THE PLANS OR NOT) THAT MAY POTENTIALLY CONFLICT OR CROSS PROPOSED DESIGN COMPONENTS (I.E., AIRFIELD ELECTRICAL, STORM SEWERS, SANITARY SEWERS, WATER MAINS, COMMUNICATION LINES, HIGH POWER TRANSMISSION LINES, BUILDING FOUNDATIONS, ETC) AND ANY DISCREPANCIES, CONFLICTS, OR POTENTIAL DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY CONSTRUCTION. ANY

COST ASSOCIATED WITH THE LOCATION OF EXISTING UTILITIES AS OUTLINED ABOVE IS THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ERRORS OR OMISSIONS - DO NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR OMISSION

DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY THE ENGINEER OF SUCH

DISCOVERY. THE ENGINEER WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS

NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48-HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN

FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR

BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR

CALLED FOR IN THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING

SURVEY MONUMENTATION, AND ANY DISTURBED MONUMENTATION SHALL BE RESTORED AT

CONTRACTOR'S EXPENSE BY A SURVEYOR SELECTED BY THE OWNER.

6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND PASS ALL TESTING OR INSPECTION

REQUIREMENTS PRIOR TO ROAD BASE AND/OR SURFACE IMPROVEMENT CONSTRUCTION.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMITS AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE

INSPECTIONS AND TESTING ACCORDING TO AGENCY REQUIREMENTS.

8. ALL WORK PERFORMED SHALL COMPLY WITH THE CODES, STANDARDS, REGULATIONS AND

REQUIREMENTS OF THE FLAGLER COUNTY LAND DEVELOPMENT CODE AND ENGINEERING STANDARDS, THE CURRENT EDITION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD, THE MOST RECENT EDITION OF FAA AC 150/5370-2 OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION, BRIDGE AND UTILITY CONSTRUCTION, AND THE REGULATIONS AND ORDINANCES OF THE VARIOUS OTHER

GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION COULD RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. THE ENGINEER'S REVIEW OF THE SHOP

DRAWINGS IS FOR CONFORMITY WITH THE CONTRACT DOCUMENTS AND DOES NOT INCLUDE AN

IN-DEPTH CHECK FOR THE ABILITY OF THE CONTRACTOR TO PERFORM THE WORK IN A SAFE OR EFFICIENT MANNER. THE ENGINEER'S REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE

CONTRACTOR OF RESPONSIBILITY FOR DIMENSIONAL ACCURACY TO ENSURE FIELD FIT AND

CONFORMITY OF THE VARIOUS COMPONENTS AND DETAILS.

10. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE CHANGES SO THAT

ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO JURISDICTIONAL AGENCIES.

11. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON OR ADJACENT TO THE SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL

BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE

NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

12. SAFETY - DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY

REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR THEIR REPRESENTATIVE SHALL BE

RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA

IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

13. DURING THE COURSE OF THIS PROJECT, THE CONTRACTOR WILL BE EXPECTED TO CROSS ACTIVE AIRPORT PAVEMENT TO MAINTAIN SAFETY EQUIPMENT AND MEASURES AROUND THE SITE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO UNDERGO THE PROPER RADIO TRAINING NECESSARY TO

EFFECTIVELY COMMUNICATE WITH THE AIRPORT TOWER STAFF VIA RADIO WHEN CROSSING ACTIVE

PAVEMENT.

14. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOR DEWATERING. DISCHARGE WATER FROM DEWATERING SHALL BE CLEAR WITH NO VISIBLE SOIL PARTICLES. DISCHARGE WATER FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WILL NOT INTERFERE WITH THE NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS BEING PERFORMED, OR CREATE PONDING.

THE OPERATION SHALL NOT CAUSE ANY DAMAGE TO ANY PORTION OF THE WORK COMPLETED, OR IN PROGRESS. THE DEWATERING OPERATION SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE

REGULATORY AGENCIES, A PRE-WORK MEETING WILL BE CONDUCTED WITH THE OWNER, THE

CONTRACTOR, AND THE ENGINEER PRIOR TO BEGINNING ANY SITE EXCAVATION.

15. "AS-BUILT" PLANS FOR THE PROPOSED CONSTRUCTION SHALL BE PROVIDED UPON THE COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE

"AS-BUILT" INFORMATION CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL SURVEYOR, GP-90.

AS-BUILT DRAWINGS SHALL BE COMPLETED ON EXISTING DRAWINGS AND ALL PROPOSED LOCATIONS

AND ELEVATIONS SHALL BE UPDATED WITH AS-BUILT INFORMATION.

16. PIPE LENGTHS SHOWN ARE APPROXIMATE AND SHOULD BE ORDERED FROM FIELD STAKED QUANTITIES.

PLAN PIPE LENGTHS ARE MEASURED AS DETAILED IN THE CORRESPONDING SPECIFICATIONS.

17. THESE DRAWINGS HAVE BEEN PREPARED, IN PART, BASED UPON RECORD DRAWINGS AND/OR CAD FILES FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THOSE UTILIZING THE INFORMATION ON THESE DRAWINGS ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS

ACCURACY BEFORE USING IT FOR ANY PURPOSE.

18. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION

OPERATIONS SHALL BE RESTORED EQUAL TO OR BETTER THAN ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE.

19. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM ALL PAVED

SURFACES DURING THIS CONTRACT.

20. ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON AIRPORT PROPERTY AT ALL TIMES. UNDER

NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT PROPERTY.

21. THE CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN COST OF UNIT BID ITEMS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING UNIT PRICES FOR

BID, SEE GP-20-05.

22. FLAGLER COUNTY RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE CONTRACT AND PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND MATERIALS IN ACCORDANCE WITH SECTION 40 OF

THE GENERAL PROVISIONS.

23. ALL ELEVATIONS REFER TO NAVD 88 VERTICAL DATUM. COORDINATES REFER NAD 83 HORIZONTAL

DATUM.

24. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM A FIELD SURVEY PERFORMED

BY BOWMAN 01-20-2026.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FAILED QA TESTING

REGARDLESS OF THE REASON FOR FAILURE. THE CONTRACTOR SHALL ENSURE AREAS ARE PASSING

OR ABLE TO PASS PRIOR TO REQUESTING QA TESTING.

26. WHEN CUTTING CORES DURING ASPHALT QC TESTING, THE CONTRACTOR SHALL MAKE ANY AND ALL NECESSARY EFFORTS TO REMOVE SAWCUT SLURRY DURING CORE DRILLING. IF SLURRY REMAINS AFTER CUTTING OPERATIONS, THE CONTRACTOR SHALL RINSE/WASH THE ASPHALT SURFACE. NO

ADDITIONAL COMPENSATION SHALL BE MADE FOR SLURRY REMOVAL OR CLEANUP. IT SHALL BE

CONSIDERED A NECESSARY AND INCIDENTAL PORTION OF THE QC TESTING PROCEDURE.

27. THE CONTRACTOR SHALL HAVE A REPRESENTATIVE ON CALL AT ALL TIMES FOR EMERGENCY MAINTENANCE OF ON AIRPORT HAZARD LIGHTING, RUNWAY CLOSURE MARKERS, AND BARRICADES.

28. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL ACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROJECT WORK AREA AND TAKE NOTE OF ITS EXISTING CONDITIONS.

AFTER CONCLUDING THE OVERALL PROJECT, CONTRACTOR SHALL REACTIVATE ANY ELECTRICAL

FIXTURES WITHIN THE INTENDED OVERALL PROJECT WORK AREA AND TAKE NOTE OF ITS FINAL

CONDITIONS.

ABAN. - ABANDONED

APP. - APPROXIMATE

ASP - ASPHALT

BL - BASELINE

BLDG - BUILDING

BM - BENCHMARK

CL - CENTERLINE

CCR - CONSTANT CURRENT REGULATOR

CIP - CAST IRON PIPE

CMP - CORRUGATED METAL PIPE

CONC. - CONCRETE

CSP - CORRUGATED STEEL PIPE

D - DIAMETER

E - EASTING

ELL - ELBOW / ARM

ELEV. - ELEVATION

FND. - FOUNDATION

HP - HIGH POINT

INV. - INVERT

JCP - JUNCTION CAN PLAZA

LT- LEFT

LP - LOW POINT

MAX. - MAXIMUM

MES - MITERED END SECTION

M.E.G - MEET EXISTING GRADE

MIN. - MINIMUM

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION

ASSOCIATION

OFA - OBJECT FREE AREA

O.C - ON CENTER

PVMT - PAVEMENT

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE

PAVEMENT

PI - POINT OF INTERSECTION

PL - PROPERTY LINE

PVI - POINT OF VERTICAL INTERSECTION

PVC - POLYVINYL CHLORIDE PIPE

PET - CROSSLINKED POLYETHYLENE

PRESSURE

TUBING

PVT - POINT OF TANGENCY (VERTICAL

CURVE)

R - RADIUS

RCP - REINFORCED CONCRETE PIPE

RGS - RIGID GALVANIZED STEEL

ROFA - RUNWAY OBJECT FREE AREA

RSA - RUNWAY SAFETY AREA

ROW - RIGHT OF WAY

RPZ - RUNWAY PROTECTION ZONE

RT - RIGHT

RWY - RUNWAY

SHDR - SHOULDER

SICPP - SMOOTH INTERIOR

CORRUGATED POLYETHYLENE PIPE

ABAN. - STATION

TLOFA - TAXILANE OBJECT FREE AREA

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

TWY - TAXIWAY

TYP. - TYPICAL

UG - UNDERGROUND

A1 GENERAL NOTES

C4 ABBREVIATIONS

B4 SHEET INDEX

AMC

DJN

GENERAL NOTES,

ABBREVIATIONS &

SHEET INDEX

DJN

GI002

This item has been digitally signed and sealed by Daniel J.

Nickols, Jr., P.E., on the date adjacent to the seal. Signature must be

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

L

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

FLAGLER EXECUTIVE

AIRPORT (FIN)

FLAGLER COUNTY,

FLORIDA

AIR TRAFFIC

CONTROL TOWER

REHABILITATION

2026.355.03_GC SERIES_FINAL

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2026.355.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JULY 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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FLAGLER COUNTY ITB NO. 26-ITB-018

GENERAL PLAN & CONSTRUCTION SAFETY AND PHASING PLANA1

GRAPHIC SCALE (FT)

400'200'100'

NORTH

EXISTING FENCE

LINE, (TYP.)

AIR TRAFFIC CONTROL TOWER, SEE

PROJECT MANUAL AND ABBREVIATED

DESIGN CRITERIA PACKAGE FOR DETAILED

PROJECT SCOPE REQUIREMENTS.

EXISTING

CULDESAC

FIN W

AY

SHEET NOTESB1

SHEET LEGEND & PHASING NOTESC1

AIR TRAFFIC CONTROL TOWER REHABILITATION WORK AREA

1. CONTRACTOR SHALL KEEP ALL PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN

AND FREE OF DEBRIS.

2. CONTRACTOR SHALL NOT OBSTRUCT ATCT PERSONNEL ACCESS, PARKING, OR

ENTRY/EXIT TO THE ATCT FACILITY THROUGHOUT THE DURATION OF CONSTRUCTION.

3. ANY DAMAGE TO EXISTING STRUCTURES OR PAVEMENTS SHALL BE REPAIRED AT THE

EXPENSE OF THE CONTRACTOR.

4. CONTRACTOR TO INSTALL TEMPORARY STABILIZED ACCESS ROADS AS NEEDED TO

ACCESS THE WORK AREAS.

5. USE OF CRANES, LIFTS, OR BOOMS SHALL BE COORDINATED PRIOR TO USE ON SITE.

ATCT LINE OF SITE SHALL NOT BE OBSTRUCTED AT ANY POINT.

6. ATCT HOURS OF OPERATION ARE 0700-1900 LOCAL. ANY WORK THAT PREVENTS

CONTINUOUS OPERATION OF THE ATCT SHALL BE COMPLETED OUTSIDE OF NORMAL

ATCT HOURS OF OPERATION.

7. WORK COMPLETED DURING THE TOWERS HOURS OF OPERATIONS SHALL BE

NON-DISRUPTIVE. IF CONSTRUCTION NOISE LEVELS DISRUPT OR PREVENT ATCT

PERSONNEL FROM PERFORMING THEIR DUTIES, CONSTRUCTION ACTIVITIES SHALL BE

SUSPENDED AND RESCHEDULED FOR COMPLETION OUTSIDE OF NORMAL TOWER

WORKING HOURS.

8. CLOSE COORDINATION WITH ATCT STAFF AND MANAGEMENT SHALL BE REQUIRED FOR

THIS PROJECT. REQUESTS FOR TEMPORARY CLOSURE OF THE ATCT MAY BE REQUESTED,

BUT SHALL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND ATCT STAFF.

9. MATERIAL STOCKPILES AND STORAGE SHALL NOT IMPEDE ACCESS TO THE TOWER OR

OBSTRUCT TOWER LINE OF SITE AT ANY TIME. FAILURE TO ADHERE TO THESE

REQUIREMENTS MAY RESULT IN TEMPORARY WORK STOPPAGE UNTIL THE ISSUES ARE

ADDRESSED TO THE SATISFACTION OF THE OWNER, ENGINEER, AND ATCT STAFF.

10. PARTIAL OR FULL CLOSURES OF DOUG THOMAS WAY OR ADJACENT STREETS ARE NOT

PERMITTED FOR THIS PROJECT.

ATCT ACCESS GATE/CONSTRUCTION ACCESS GATE

CONTRACTOR STAGING, STORAGE, STOCKPILE, AND MATERIAL LAYDOWN AREA

CONTRACTOR ACCESS ROUTE

CONTRACTOR PERSONAL VEHICLE PARKING

1. CONSTRUCTION SAFETY AND PHASING NOTES

2. WORK AREA

2.1. WORK IN WORK AREA SHALL BE LIMITED TO 120 CALENDAR DAYS TO REACH

SUBSTANTIAL COMPLETION. AN ADDITIONAL 30 CALENDAR DAYS SHALL BE

PERMITTED FOR ACHIEVING FINAL COMPLETION.

3. THE CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE IN RESPONSIBLE

CHARGE OF THE PROJECT ON SITE AT ALL TIMES.

4. ANY CONTRACTOR VEHICLES PRESENT ON THE CONSTRUCTION SITE SHALL BE

EQUIPPED WITH BEACONS OR FLASHING AMBER CONSTRUCTION LIGHTS, AND

IDENTIFICATION MARKINGS IN ACCORDANCE WITH THE CONTRACT AND CONSTRUCTION

SAFETY AND PHASING PLAN DOCUMENT.

5. THE CONTRACTOR SHALL MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES. THE

CONTRACTOR SHALL HAVE A REPRESENTATIVE MAINTAINING GATE ACCESS.

6. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT

OWNED ACCESS GATE AND FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF

DAMAGED, EXISTING AIRPORT FENCING OR ACCESS GATE SHALL BE REPLACED OR

RESTORES TO ITS ORIGINAL CONDITION.

ACCESS VIA BELLE TERRE BLVD.

AMC

DJN

GENERAL PLAN &

CONSTRUCTION

SAFETY AND

PHASING PLAN

DJN

GC101

This item has been digitally signed and sealed by Daniel J.

Nickols, Jr., P.E., on the date adjacent to the seal. Signature must be

JC

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U G C

U G C

U G C

UG

C

UGC

UGC

UGC

U G E

U G E

U G E

U G E

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GRAPHIC SCALE (FT)

80'40'20'

NORTH

L

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

FLAGLER EXECUTIVE

AIRPORT (FIN)

FLAGLER COUNTY,

FLORIDA

AIR TRAFFIC

CONTROL TOWER

REHABILITATION

2026.355.03_GC SERIES_FINAL

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2026.355.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JULY 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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FLAGLER COUNTY ITB NO. 26-ITB-018

EXISTINGA1 PROPOSEDA3

GRAPHIC SCALE (FT)

80'40'20'

NORTH

EXISTING

PARKING LOT

EXISTING

PARKING LOT

MARKINGS,

(TYP.)

EXISTING FENCE

LINE, (TYP.)

AIR TRAFFIC CONTROL TOWER

NEW PARKING LOT MARKINGS, IN

ACCORDANCE WITH FDOT

STANDARD SPECIFICATIONS

EXISTING FENCE LINE, TO BE PROTECTED IN PLACE. IF FENCE DEMO IS REQUIRED

TO FACILITATE THE WORK, FENCE SHALL BE RESTORED TO ORIGINAL CONDITION.

ATCT CONTAINMENT AREA SHALL STAY SECURED AT ALL TIMES. IF TEMPORARY

FENCING IS REQUIRED, IT SHALL BE INCIDENTAL TO THE VARIOUS WORK ITEMS.

AIR TRAFFIC CONTROL TOWER,

SEE PROJECT MANUAL AND

ABBREVIATED DESIGN CRITERIA

PACKAGE FOR DETAILED

PROJECT SCOPE ITEMS

EXISTING

CULDESAC

FIN WAY

EXISTING

CULDESAC

FIN WAY

WETLAND

WETLAND

PARKING LOT

PAVEMENT TO BE

SEAL-COATED/

REJUVENATED IN

ACCORDANCE

WITH ITEM P-632,

3,500 SF

AMC

DJN

CIVIL/SITE

IMPROVEMENTS

PLAN

DJN

GC102

CLEAN AND REPAINT EXISTING

CONCRETE BOLLARDS (YELLOW)

REMOVE, REINSTALL, AND PAINT

EXISTING CONCRETE PARKING

BLOCKS (YELLOW), TYP. OF 5

ALL DISTURBED

AREAS SHALL BE

RESTORED WITH

SOD (BAHIA)

UNDERGROUND ELECTRICAL

UNDERGROUND AT&T COMMUNICATIONS

EXISTING WATER LINES AND FIRE HYDRANT

EXISTING BACKUP

GENERATOR

EXISTING ELECTRICAL TRANSFORMER

UNDERGROUND ELECTRICAL LINES

FENCE LINE, (TYP.)

FENCE LINE, (TYP.)

This item has been digitally signed and sealed by Daniel J.

Nickols, Jr., P.E., on the date adjacent to the seal. Signature must be

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

FLAGLER EXECUTIVE

AIRPORT (FIN)

FLAGLER COUNTY,

FLORIDA

AIR TRAFFIC

CONTROL TOWER

REHABILITATION

2026.355.03_GC SERIES_FINAL

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CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2026.355.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JULY 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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FLAGLER COUNTY ITB NO. 26-ITB-018

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ACCESSIBILITY PARKING STALL MARKINGC2 C3

52"

4" WIDE, WHITE PAINT,

WATERBORNE PAINT WITH

TYPE I REFLECTIVE MEDIA.

NOTES:

1. ALL FDOT PAVEMENT MARKINGS ARE REFERENCED FROM THE

FDOT FY 2025-26 STANDARD PLANS AND SHALL BE IN

ACCORDANCE WITH THE MUTCD 2023 EDITION.

2. GLASS BEADS SHALL BE TYPE I AND SHALL BE APPLIED

IMMEDIATELY AFTER THE APPLICATION OF PAINT.

ACCESSIBLE PARKING

SPOT MARKING, SEE

DETAIL C1, THIS SHEET.

20' (TYP.)

STANDARD PARKING

STALL 9' WIDE, (TYP.)

4" WIDE, WHITE PARKING

SPOT STRIPE, ITEM P-620,

PAVEMENT MARKINGS,

WATERBORNE PAINT, WITH

TYPE I REFLECTIVE MEDIA.

NOTES:

1. ALL FDOT PAVEMENT

MARKINGS ARE REFERENCED

FROM THE FDOT FY 2025-26

STANDARD PLANS AND SHALL

BE IN ACCORDANCE WITH THE

MUTCD 2023 EDITION.

2. GLASS BEADS SHALL BE TYPE I

AND SHALL BE APPLIED

IMMEDIATELY AFTER THE

APPLICATION OF PAINT.

TYPICAL PARKING STALL LAYOUT DETAILSHEET NOTESC1

SHEET NOTES:

1. IF REQUESTED, AUTOCAD FILES MAY BE PROVIDED TO THE CONTRACTOR FOR

ASSISTANCE WITH LAYOUT AND PROJECT STAKING, HOWEVER, THE AUTOCAD FILES

SHALL BE USED FOR REFERENCE ONLY.

2. CONTRACTOR SHALL VERIFY EXISTING BENCHMARK INFORMATION PRIOR TO LAYOUT

AND STAKING IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL PROVIDE THE

ENGINEER WITH WRITTEN DOCUMENTATION THAT SURVEY CONTROL WAS ESTABLISHED

IN ACCORDANCE WITH THE PLANS AND DETAILS PRIOR TO LAYOUT AND STAKING OF

PROPOSED WORK.

MARKING NOTES:

3. PRIOR TO APPLICATION OF PAINT MARKINGS, THE CONTRACTOR LAYOUT SHALL BE

REVIEWED AND APPROVED BY THE ENGINEER.

4. ANY MARKINGS OBSCURED BY CONSTRUCTION OPERATIONS OUTSIDE OF THE SCOPE OF

WORK SHALL BE RESTORED BY THE CONTRACTOR. IF ANY EXISTING MARKINGS ARE

DISTURBED OUTSIDE OF THE SCOPE OF WORK THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY ADDITIONAL MARKING COST.

5. PRIOR TO THE APPLICATION OF PAINT THE CONTRACTOR SHALL SWEEP THE PAVEMENT

AND REMOVE ANY ASPHALT SCABS BEFORE PROCEEDING WITH THE MARKING LAYOUT.

GENERAL NOTES

1. ALL VEHICLES IN THE CONSTRUCTION AREA MUST BE EQUIPPED WITH

AN ORANGE AND WHITE CHECKERED FLAG ON THE HIGHEST POINT OR

A FLASHING/ROTATING AMBER CONSTRUCTION BEACON.

2. ACCESS TO THIS PROJECT REQUIRES USE OF EXISTING CITY AND

AIRPORT ROADS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO ENSURE THAT ALL ACCESS SURFACES REMAIN

CLEAN AND CLEAR OF DIRT AND DEBRIS AT ALL TIMES.

3. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING ANY AND ALL DAMAGE INFLICTED UPON THE ACCESS

ROUTES OVER THE DURATION OF THE PROJECT. THE

ENGINEER/OWNER SHALL DOCUMENT THE EXISTING CONDITION AND

POST-CONDITION OF ALL ACCESS ROUTES. ANY MEASURABLE DAMAGE

SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO

THE OWNER.

4. THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH

FAA ADVISORY CIRCULAR AC 150/5370-2, LATEST EDITION.

5. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CONTACT

INFORMATION OF KEY AIRPORT PERSONNEL.

6. THE BARRICADES INDICATED ON THE PLAN REPRESENT THE TRAFFIC

CONTROL REQUIRED DURING CONSTRUCTION. IN THE EVENT THAT

MORE TRAFFIC CONTROL IS REQUIRED DURING CONSTRUCTION, IT IS

THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NUMBER

AND LOCATION OF BARRICADES REQUIRED TO KEEP THE ACTIVE WORK

AREA PROTECTED.

7. THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN

COMPLIANCE CERTIFICATION (SPCC). THIS DOCUMENT CERTIFIES THAT

THE CONTRACTOR HAS READ AND UNDERSTANDS THE SAFETY AND

PHASING REQUIREMENTS OF THE PROJECT. ADDITIONALLY THE

CONTRACTOR AGREES TO FOLLOW THE RULES AND REQUIREMENTS

OF THIS SAFETY AND PHASING PLAN, THE CONTRACT DOCUMENTS AND

THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2, LATEST

EDITION. A NOTICE TO PROCEED (NTP) WILL NOT BE ISSUED UNTIL THE

SPCC IS SUBMITTED.

8. NO BADGING IS REQUIRED FOR THIS PROJECT/AIRPORT, HOWEVER THE

CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE OWNER

FOR ACCESS THROUGH THE AUTOMATED GATES.

9. THE CONTRACTOR SHALL HAVE A REPRESENTATIVE ON SITE AT ALL

TIMES WHILE WORK IS BEING COMPLETED.

10. ATCT ACCESS GATE SHALL REMAIN CLOSED AND SECURED AT ALL

TIMES, UNLESS A GATE GUARD IS PROVIDED TO ENSURE ONLY

AUTHORIZED ACCESS IS GRANTED THROUGH THE GATE.

11. ANY CONTRACTOR VEHICLES PRESENT ON THE CONSTRUCTION SITE

WILL BE REQUIRED TO HAVE THEIR VEHICLES EQUIPPED WITH THE

APPROPRIATE VEHICLE LIGHTING, AND VEHICLE IDENTIFYING MARKING

IN ACCORDANCE WITH THE CONTRACT AND CONSTRUCTION SAFETY

AND PHASING PLAN DOCUMENT.

12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A

SAFE AND SECURE JOB SITE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING SITE ACCESS AND PROPER SECURITY

OF CONSTRUCTION ACCESS GATES.

INSPECTION REQUIREMENTS

1. AT THE END OF EACH DAY, THE CONSTRUCTION AREA SHALL BE

INSPECTED FOR ANY FOREIGN OBJECT DEBRIS (FOD) ON AIRFIELD OR

NON AIRFIELD PAVEMENTS AND FOR ANY EXCESS CONSTRUCTION

MATERIALS.

2. AFTER ALL WORK HAS BEEN COMPLETED FOR THE DAY AND PRIOR TO

DEPARTING THE PROJECT AREA, THE CONTRACTOR OR THEIR

SUPERINTENDENT SHALL SEE THAT:

2.1. ALL TOOLS, EQUIPMENT AND CONSTRUCTION MATERIALS HAVE BEEN

REMOVED AND PROPERLY STORED AT THE STAGING AREA.

2.2. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH LIGHTS

DURING HOURS OF DARKNESS.

SAFETY REQUIREMENTS

1. THE CONTRACTOR OR THEIR PROJECT REPRESENTATIVE SHALL NOTIFY THE

AIRPORT REPRESENTATIVE PRIOR TO STARTING WORK EACH DAY AND WHEN

WORK HAS BEEN COMPLETED FOR THE DAY. IT SHALL ALSO BE THE

CONTRACTOR OR THEIR REPRESENTATIVE'S RESPONSIBILITY TO MAKE A

THOROUGH CHECK OF THE WORK AREAS, TO SEE THAT ALL EQUIPMENT HAS

BEEN RETURNED AND PARKED IN THE PARKING AREAS DESIGNATED BY THE

ENGINEER.

3. EQUIPMENT NOT IN OPERATION SHALL BE KEPT IN THE STAGING AREA;

PERSONNEL SHALL NOT ENTER OR OPERATE EQUIPMENT WITHIN

ACTIVE OPERATIONAL AREAS OF THE AIRPORT WITHOUT SPECIFIC

PERMISSION FROM THE OFFICE OF THE AIRPORT REPRESENTATIVE.

4. ALL CONSTRUCTION EQUIPMENT AND VEHICLES WILL BE REQUIRED TO

HAVE A FLAG ON STAFF OR A YELLOW/AMBER LENS

ROTATING/FLASHING LIGHT MOUNTED ON THE ROOF OR SO ATTACHED

TO THE VEHICLE THAT THE FLAG OR LIGHT WILL BE READILY VISIBLE.

THE FLAG SHOULD BE NO LESS THAN 3 FEET SQUARE CONSISTING OF

A CHECKERED PATTERN OF INTERNATIONAL ORANGE AND WHITE

SQUARES OF NOT LESS THAN ONE FOOT ON EACH SIDE. THE

CONTRACTOR SHALL HAVE A SUFFICIENT NUMBER OF FLAGS AND

STAFFS TO PROVIDE FOR ALL VEHICLE AND EQUIPMENT NEEDS.

5. UNAUTHORIZED ENTRANCE OF CONTRACTOR EMPLOYEES AND

EQUIPMENT INTO AN AIR OPERATIONS AREA WILL BE CAUSE FOR

IMMEDIATE ACTION AS PROVIDED FOR IN GENERAL PROVISIONS

SUBSECTION TITLED CHARACTER OF WORKERS METHODS AND

EQUIPMENT OF SECTION 80.

CONSTRUCTION SAFETY AND PHASING NOTESA1

NOTES:

1. THE CONTRACTOR SHALL FURNISH THEIR

OWN LOCKING MECHANISM FOR THE GATE

FOR THE DURATION OF THE PROJECT.

2. AT THE COMPLETION OF THE PROJECT, THE

CONTRACTOR SHALL REMOVE THEIR LOCKS

AND NOTIFY THE AIRPORT.

3. THE GATE MATERIAL SHALL MATCH EXISTING

FENCE FABRIC AND MATERIAL (GALVANIZED

STEEL), IN ACCORDANCE WITH ITEM F-162.

4. GATE LOCATION SHALL BE COORDINATED BY

THE CONTRACTOR, AND APPROVED BY THE

ENGINEER, TO COINCIDE WITH THE

CONTRACTOR INSTALLED STABILIZED

CONSTRUCTION ENTRANCE.

5. COST OF INSTALLING CONSTRUCTION ACCESS

GATES SHALL BE PAID UNDER F-152

CONSTRUCTION ACCESS GATE.

SECURITY SIGN SHALL READ "AIRPORT PROPERTY NO

TRESPASSING VIOLATORS WILL BE PROSECUTED" AND SHALL BE

SIZED AS NEEDED AND AS APPROVED BY THE ENGINEER.

3 ROWS OF 2-STRAND TWISTED 12-1/2 GAUGE,

ZINC-COATED, BARBED WIRE WITH 4 POINT BARBS

SPACED AT 5"±

CONNECT EXISTING/NEW

FENCE FABRIC TO GATE

POSTS, TYP. BOTH SIDES

3" O.D. GALVANIZED

STEEL PIPE, GATE POSTS

WELD ALL JOINTS, TYP.

2" MESH, #9 GAUGE WIRE,

GALVANIZED STEEL

1 58" O.D. GALVANIZED STEEL PIPE

2" O.D. GALVANIZED,

STEEL PIPE

FINISHED/EXISTING

GRADE

CONCRETE, IN ACCORDANCE

WITH ITEM P-610, CONCRETE

FOR MISCELLANEOUS

STRUCTURES

18"

DIA.

18"

DIA.

SELF DRAINING

CENTER STOP1'

-6

M

IN

12"

DIA.

3' -6

(T

YP

3" M

AX

4' (T

YP

6' 4"

1'

BALL CAP (TYP.)

4" DIA. X 10' LONG COPPER

CLAD STEEL GROUND ROD,

INCIDENTAL TO ITEM F-162,

CONSTRUCTION ACCESS

GATE

#6 SOLID BARE

COPPER WIRE

20'

TEMPORARY CONSTRUCTION ACCESS GATE (IF NECESSARY)A3

C3 LOW PROFILE BARRICADE DETAIL

CAUTION LIGHT

SECURED TO BARRIER

(TWO PER BARRIER)

COLOR: RED

REFLECTIVE MEDIA (ORANGE

AND WHITE STRIPES)

4' (TYP)

SEE NOTES

WATER-FILLED

BARRICADE

NOTES:

1. LOW PROFILE BARRICADES SHALL BE SUFFICIENTLY WEIGHTED TO PRECLUDE

MOVEMENT FROM PROP BLAST.

2. FLAT, DIRECTIONAL WARNING LIGHTS SHALL NOT BE ACCEPTABLE.

3. EXACT LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION BY THE ENGINEER.

4. BARRICADES SHALL BE WATER-FILLED OR WEIGHED IN A WAY TO PREVENT MOVEMENT

DUE TO WIND, JET BLAST, OR PROP WASH.

5. PLACEMENT, MAINTENANCE, AND REMOVAL OF BARRICADES SHALL NOT BE PAID

SEPARATELY AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND

PHASING PLAN COMPLIANCE.

6. PRIOR TO THE RE-OPENING OF AIRFIELD PAVEMENTS, THE PAVEMENT UNDERNEATH

THE BARRICADES SHALL BE SWEPT AND FREE OF DEBRIS.

CONSTRUCTION

SAFETY AND

PHASING NOTES

& DETAILS

This item has been digitally signed and sealed by Daniel J.

Nickols, Jr., P.E., on the date adjacent to the seal. Signature must be