26-ITB-013_DRAWINGS.pdf

PDF 10 MB Posted Apr 22, 2026

Attached to: FIN Taxilane Rehabilitation
Solicitation number: 26-ITB-013
Issued by: Glades County, Brownsville CDP, Florida

About this file

Written by GovTribe AI · Apr 29, 2026

Taxilane Rehabilitation Bid Drawings - Flagler Executive Airport

This document comprises the bid drawings prepared by AVCON, INC. for the FIN Taxilane Rehabilitation project in Flagler County, Florida. The project involves rehabilitation and reconstruction of taxilanes serving T-Hangar buildings A, B, and C at Flagler Executive Airport (FIN). The scope of work includes demolition and removal of existing taxilane pavement sections, demolition of existing concrete parking aprons connecting taxilanes to hangar facilities, installation of new asphalt pavement for taxilanes, placement of new fiber-reinforced concrete parking aprons (6 inches thick), minor site grading, minor drainage improvements, site restoration with sodding, and application of airfield paint markings. The project is organized into five phased work areas (A through E), with construction time limits of 15 consecutive calendar days for Work Areas A and D, 20 consecutive calendar days for Work Areas B and C, and 2 consecutive calendar days for Work Area E (final markings). The drawings specify that all taxiways and runways shall remain open and active during construction operations, requiring close coordination with airport traffic control tower and resident personnel on radio frequency 121.75.

The drawings establish detailed construction safety and phasing requirements reflecting FAA Advisory Circular AC 150/5370-2 compliance standards. The contractor is required to provide qualified representatives knowledgeable in active airfield operations, equip all vehicles with radios and amber construction lighting, maintain a power broom/sweeper truck on-site at all times for foreign object debris (FOD) management, and implement gopher tortoise survey and protection protocols prior to construction. All contractor operations must remain within airport property boundaries with designated staging, storage, and vehicle parking areas specified on the plans. The contractor bears responsibility for utility location verification, any damage to existing facilities, disposal of excess asphalt millings off-site, and restoration of disturbed areas to original or better condition at no additional cost to the owner. Payment for pavement markings is specified under Item P-620, with half-rate markings applied within 30 days of asphalt surface placement and final markings applied upon project completion, including waterborne paint with Type I reflective media for centerline markings.

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Other files

File	Type	Posted
FIN_Taxilane_Rehabilitation.pdf	PDF	Apr 28, 2026
PO_Standard_Terms_and_Conditions.pdf	PDF	Apr 27, 2026
26-ITB-013_DAVIS_BACON_WAGE_RATE_DETERMINATION.pdf	PDF	Apr 23, 2026
Payment_and_Performance_Bond_Form.pdf	PDF	Apr 23, 2026
26-ITB-013_TOPOGRAPHIC_SURVEY.pdf	PDF	Apr 22, 2026
26-ITB-013_GEOTECHNICAL_INVESTIGATION_REPORT.pdf	PDF	Apr 22, 2026
26-ITB-013_FEDERAL_CONTRACT_PROVISIONS.pdf	PDF	Apr 22, 2026
26-ITB-013_SPECIFICATIONS.pdf	PDF	Apr 22, 2026
Example_Contract_Form.pdf	PDF	Apr 22, 2026
Project_Forms.pdf	PDF	Apr 21, 2026

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FLAGLER EXECUTIVE AIRPORT

FLAGLER COUNTY, FLORIDA

TAXILANE 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

2025.355.02

APRIL 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-013

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

AutoCAD SHX Text

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

TAXILANE

REHABILITATION

2025.355.02_GI SERIES

D R

A W

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2025.355.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 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

1 2 3 4

*T H

B E

R , S

O T

R A

R E

GENERAL NOTES,

ABBREVIATIONS &

SHEET INDEX

GI002

DJN

AMC

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.

GRADING NOTES

1. SELECTIVE GRADING SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER AND WILL

BE PAID IN ACCORDANCE WITH ITEM P-152.

2. THE QUANTITY OF UNCLASSIFIED EXCAVATION, ITEM P-152, INCLUDES 50 CY OF

UNDERCUT EXCAVATION WHICH WILL BE USED ONLY WHEN DIRECTED BY THE

ENGINEER.

3. THE QUANTITY OF LIME ROCK BASE COURSE, ITEM P-211 INCLUDES 50 CY FOR

REPLACEMENT OF UNDERCUT EXCAVATION WHICH WILL BE USED ONLY WHEN

DIRECTED BY THE ENGINEER.

4. ALL SPOIL MATERIAL WHICH IS SUITABLE FOR EMBANKMENT AND EXCESS TOPSOIL

SHALL BE DISPOSED OF OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE AIRPORT

AUTHORITIES. SPOIL MATERIAL WHICH IS NOT SUITABLE FOR EMBANKMENT SHALL BE

DISPOSED OF OFF AIRPORT.

5. EMBANKMENTS SHALL BE CONSTRUCTED WITH SUITABLE ON-SITE MATERIAL UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

6. THE COST OF MEASURES AND PRACTICES FOR COMPLIANCE WITH POLLUTION,

EROSION, AND SILTATION CONTROL SUCH AS AIR POLLUTION PREVENTION, WATER

POLLUTION PREVENTION, TEMPORARY SEEDING, TEMPORARY MULCHING,

CONSTRUCTION ROAD STABILIZATION, DUST CONTROL, PROTECTING VEGETATION,

AND EROSION AND SILTATION CONTROL PRACTICES DUE TO THE CONTRACTOR'S

MEANS AND METHODS, SHALL BE INCLUDED IN ITEM C-102 UNDER PAYMENT FOR

TEMPORARY AIR & WATER POLLUTION, SOIL EROSION AND SILTATION CONTROL.

7. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES AND MATERIALS SHALL BE IN

PLACE PRIOR TO BEGINNING EARTHWORK OPERATIONS AND SHALL BE MAINTAINED

UNTIL THE NEW SLOPES ARE STABILIZED WITH SODDING AND/OR SLOPE PROTECTION.

8. ALL GRADING AREAS SHALL BE RESTORED WITH SOD. ALL AREAS OF SODDING SHALL

BE SMOOTH AND FREE OF RUTTING AT THE COMPLETION OF THE PROJECT.

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE GROWTH

OF GRASS FOR ALL AREAS RESTORED WITH SOD. CONTRACTOR SHALL WATER AND

MAINTAIN THE SOD AS NECESSARY TO ENSURE CURRENT AND FUTURE GROWTH.

FINAL PAYMENTS SHALL NOT BE MADE UNTIL FULL GRASS IS ACHIEVED AS

DETERMINED BY THE CONTRACTOR.

PAVING NOTES:

1. ALL AREAS TO BE OVERLAID SHALL BE PREPARED IN ACCORDANCE WITH ITEM P-101,

"COLD MILLING EXISTING PAVEMENT, DEPTH VARIES".

2. EMULSIFIED ASPHALT TACK COAT, ITEM P-603, SHALL BE APPLIED PRIOR TO PLACING

EACH LIFT OF PAVEMENT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

3. IN CASES OTHER THAN CENTERLINE JOINTS, LONGITUDINAL PAVING JOINTS IN ONE

LAYER SHALL BE OFFSET FROM THAT IN THE PREVIOUS LAYER BY AT LEAST ONE

FOOT. THE JOINT AT THE CENTERLINE OF THE PAVEMENT SHALL LINE UP WITH

PREVIOUS LAYER CENTERLINE JOINTS.

STORMWATER SYSTEM NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INVERTS AND

LOCATIONS OF THE EXISTING STORM SEWER SYSTEM PRIOR TO SUBMITTAL OF SHOP

DRAWINGS AND CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY DISCREPANCY IN

INVERTS AND LOCATIONS EXIST. IF THE CONTRACTOR DOES NOT VERIFY INVERTS OR

RIM ELEVATIONS PRIOR TO SUBMISSION OF SHOPS DRAWINGS, NO COMPENSATIONS

SHALL BE MADE FOR RE-STOCKING FEES OR RETURNS OF INCORRECT DRAINAGE

INFRASTRUCTURE.

2. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, PRODUCT INFORMATION/CUT

SHEETS, AND/OR CERTIFICATIONS FOR ALL STORM WATER STRUCTURES, STORM

SEWER PIPES, AND CONCRETE DESIGN MIX. SHOP DRAWING REVIEW SHALL BE

COMPLETED BY THE ENGINEER TO CONFIRM DESIGN INTENT AND CONCURRENCE

WITH THE CONTRACT DRAWINGS, HOWEVER IT IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO THE

SUBMISSION OF SHOP DRAWINGS.

3. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO MAINTAIN EXISTING

STORM SEWER SYSTEM IN SERVICE.

4. SURFACE DRAINAGE SHALL BE DIVERTED FROM EXCAVATIONS, AND STOCKPILE

AREAS SUCH THAT PROPER SITE CONDITIONS ARE MAINTAINED AND EROSION DUE TO

RAIN RUN-OFF OR SEEPAGE IS PREVENTED OR MINIMIZED.

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

V:\2025\2025.355.02 - FIN Taxilane Rehab\2025.355.02 - CADD\2025.355.02_GI Series.dwg 4/21/2026 4:43 PM 4/21/2026 4:43 PM

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

TOFA TOFA TOFA

TOFA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

TOFA

IRR

C O C O C O

GRAPHIC SCALE (FT)

120'60'30'

NORTH

CONSTRUCTION SAFETY PHASING PLAN - WORK AREA AA1 SHEET NOTESA4

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

TAXILANE

REHABILITATION

2025.355.02_GC SERIES

D R

A W

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2025.355.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 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

1 2 3 4

*T H

B E

R , S

O T

R A

R E

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA A

GC101

DJN

AMC

TAXILANE OBJECT

FREE AREA, (TYP.)

TAXIWAY A

TAXIWAY B TAXIWAY B

TAXIWAY OBJECT

FREE AREA, (TYP.)

EXISTING TREE

LINE, (TYP.)

EXISTING GRAVEL ROAD

HANGAR

EXISTING AIRCRAFT PARKING APRON

PHOENIX

EAST

AVIATION

OLD MOODY BLVD

CONSTRUCTION SAFETY AND PHASING NOTES - WORK AREA A

1. WORK IN THIS WORK AREA SHALL CONSIST OF PAVEMENT REMOVAL, GRADING,

APPLICATION OF HALF-RATE PAVEMENT MARKINGS, AS WELL AS OTHER WORK

NECESSARY TO COMPLETE THE WORK IN THIS WORK AREA.

1.1. WORK IN WORK AREA A1 SHALL BE LIMITED TO 15 CONSECUTIVE CALENDAR DAYS.

1.2. ALL TAXIWAYS AND RUNWAYS SHALL REMAIN OPEN AND ACTIVE FOR THE

DURATION OF THIS WORK AREA.

2. THE CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE WHO IS

KNOWLEDGEABLE ABOUT MOVEMENT ON ACTIVE AIRFIELD PAVEMENT AREAS. THE

CONTRACTOR SHALL CLOSELY COORDINATE ACCESS ON AND ACROSS OPEN AND

ACTIVE AIRFIELD PAVEMENTS WITH THE AIRPORT, ATCT, AND THE RPR.

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

EQUIPPED WITH RADIOS, BEACONS OR FLASHING AMBER CONSTRUCTION LIGHTS, AND

IDENTIFICATION MARKINGS IN ACCORDANCE WITH THE CONTRACT AND CONSTRUCTION

SAFETY AND PHASING PLAN DOCUMENT.

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

CONTRACTOR SHALL HAVE A REPRESENTATIVE MAINTAINING GATE ACCESS. THE GATE

SHALL REMAIN CLOSED AND LOCKED IF THERE IS NO REPRESENTATIVE PRESENT.

5. CONTRACTOR VEHICLES SHALL YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

6. THE CONTRACTOR SHALL SWEEP THE PAVEMENT AREAS AND RE-ENERGIZE ALL

AIRFIELD ELECTRICAL SYSTEMS PRIOR TO REOPENING THE PAVEMENT AREAS.

6.1. ALL PAVEMENTS UNDERNEATH BARRICADES SHALL BE SWEPT AND FREE OF ALL

FOD/DEBRIS PRIOR TO REOPENING.

6.2. THE CONTRACTOR SHALL KEEP ALL ACTIVE AND INACTIVE PAVEMENT SURFACES

CLEAN AND FREE OF DEBRIS (AIRSIDE AND LANDSIDE). A POWER BROOM AND/OR

SWEEPER TRUCK SHALL BE ON SITE AND AVAILABLE AT ALL TIMES FOR CLEANING

OF PAVEMENT SURFACES. NO DIRECT PAYMENT SHALL BE MADE FOR THE

CLEANING AND MAINTAINING OF ALL PAVEMENT SURFACES AS IT IS A NECESSARY

AND INCIDENTAL PORTION OF THE WORK.

7. HALF-RATE PAVEMENT MARKINGS SHALL BE APPLIED PRIOR TO THE REOPENING OF

THIS WORK AREA AND START OF THE NEXT WORK AREA.

8. PRIOR TO THE START OF WORK WITHIN THIS WORK AREA, THE CONTRACTOR SHALL

ACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROJECT WORK

AREA AND TAKE NOTE OF ITS EXISTING CONDITIONS. AFTER CONCLUDING WORK

WITHIN THIS WORK AREA, THE CONTRACTOR SHALL TAKE NOTE OF THE FINAL

CONDITION OF ALL THE ELECTRICAL FIXTURES. THE CONTRACTOR MAY BE

RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY ELECTRICAL FIXTURES THAT

ARE DAMAGED OVER THE COURSE OF THE PROJECT OR THAT HAVE BEEN NEGATIVELY

IMPACTED AS A RESULT OF THE CONSTRUCTION OPERATIONS IN THE OPINION OF THE

ENGINEER.

9. ALL BARRICADES SHALL BE PLACED AT TAXILANE OBJECT FREE AREA LIMITS AS

REQUIRED.

10. PRIOR TO THE APPLICATION OF HALF-RATE PAVEMENT MARKINGS, THE PAVEMENT

SHALL BE SWEPT AND FREE OF ANY DEBRIS OR ASPHALT SCABS PRIOR TO THE

PLACEMENT OF PAINT.

KEYED NOTES:

1. PROPOSED WORK AREA LIMITS, (TYP.).

2. LOW-PROFILE BARRICADES INTENDED FOR USE DURING THIS WORK AREA, SEE DETAIL

C3/GC501.

3. CONTRACTOR ACCESS ROUTE, (TYP.).

4. CONTRACTOR STAGING, STORAGE, STOCKPILE AND PERSONAL VEHICLE PARKING

AREA.

5. AIRCRAFT TAXIING ROUTE, (TYP.).

6. EXISTING GATE TO BE USED FOR THE ENTIRETY OF THE PROJECT. ANY DAMAGES TO

THE EXISTING GATE OR FENCE LINE SHALL BE REPLACED TO NEW OR BETTER

CONDITIONS BY THE CONTRACTOR AT THEIR EXPENSE WITH NO ADDITIONAL COST TO

THE OWNER.

7. CONTRACTOR SHALL BE REQUIRED TO CROSS PAVEMENT WHEN DIRECTED BY

FLAGGER PERSONNEL. FLAGGER PERSONNEL SHALL ALWAYS BE IN CONSTANT

CONTACT WITH THE AIRPORT AND RPR FOR APPROVAL TO CROSS PAVEMENT OR

DIRECT CONSTRUCTION TRAFFIC AS NEEDED, (TYP.).

8. EXISTING DOUBLE SWING GATE TO REMAIN LOCKED AT ALL TIMES THROUGHOUT

CONSTRUCTION OPERATIONS.

9. EXISTING CANTILEVER GATE TO REMAIN LOCKED AT ALL TIMES THROUGHOUT

CONSTRUCTION OPERATIONS.

KEYED NOTES AND SHEET LEGENDC4

WORK AREA A

EXISTING AIRPORT

FENCE LINE, (TYP.)

FLAGLER

COUNTY

FIRE

RESCUE

EXISTING FUEL

TANKS

E PARKING LOT

HANGAR

V:\2025\2025.355.02 - FIN Taxilane Rehab\2025.355.02 - CADD\2025.355.02_GC Series.dwg 4/21/2026 4:44 PM 4/21/2026 4:44 PM

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TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

TOFA TOFA TOFA

TOFA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

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IRR

C O C O C O

GRAPHIC SCALE (FT)

120'60'30'

NORTH

CONSTRUCTION SAFETY PHASING PLAN - WORK AREA BA1 SHEET NOTESA4

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

TAXILANE

REHABILITATION

2025.355.02_GC SERIES

D R

A W

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT FM NO. XXXXXX-1

3-12-00XX-XXX-XXXX

2025.355.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 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

1 2 3 4

*T H

B E

R , S

O T

R A

R E

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B

GC102

DJN

AMC

TAXILANE OBJECT

FREE AREA, (TYP.)

TAXIWAY A TAXIWAY A

TAXIWAY A

TAXIWAY B TAXIWAY B

TAXIWAY OBJECT

FREE AREA, (TYP.)

EXISTING TREE

LINE, (TYP.)

HANGAR

EXISTING AIRCRAFT PARKING APRON

PHOENIX

EAST

AVIATION

CONSTRUCTION SAFETY AND PHASING NOTES - WORK AREA B

1. WORK IN THIS WORK AREA SHALL CONSIST OF PAVEMENT REMOVAL, GRADING,

APPLICATION OF HALF-RATE PAVEMENT MARKINGS, AS WELL AS OTHER WORK

NECESSARY TO COMPLETE THE WORK IN THIS WORK AREA.

1.1. WORK IN WORK AREA B SHALL BE LIMITED TO 20 CONSECUTIVE CALENDAR DAYS.