IFB_26-018-DN_Drawings.pdf

CONTRACT DRAWINGS

FOR THE CONSTRUCTION OF

AVIATION FUEL FACILITY

LEESBURG INTERNATIONAL AIRPORT

LAKE COUNTY, FLORIDA

CITY OF LEESBURG PROJECT NO. 480003

FDOT FM NO.444873-2-94-01

JUNE 2026

BID DOCUMENTS

AIRPORT LOCATION MAP

SHEET NO.

GI001

SCALE = NOT TO SCALE

SILVER LAKE

LAKE HARRIS

CONSERVATION

AREA

LAKE HARRIS

LAKE GRIFFIN

LEESBURG

INTERNATIONAL

AIRPORT

AIRPORT LOCATION MAP

SEAL

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

DJN

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

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DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

GI002

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A1 GENERAL NOTES A4

B4 SHEET INDEX

GENERAL NOTES

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

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

2. 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.

3. ALL WORK PERFORMED SHALL COMPLY WITH ALL FEDERAL AVIATION ADMINISTRATION (FAA) CODES, STANDARDS, REGULATIONS AND REQUIREMENTS, AS WELL AS THOSE OF THE CITY OF LEESBURG

LAND DEVELOPMENT CODE AND ENGINEERING STANDARDS, PLUS THE CURRENT EDITION OF THE

FDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND UTILITY CONSTRUCTION, PLUS THE

REGULATIONS AND ORDINANCES OF THE VARIOUS OTHER GOVERNMENTAL AGENCIES HAVING

JURISDICTION OVER THE WORK.

4. 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

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.

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

ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO JURISDICTIONAL AGENCIES.

6. 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 THIER ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

7. 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 THEIR

PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY

OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

8. 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 GEOTECHNICAL

FIRM, THE OWNER, THE CONTRACTOR, AND THE ENGINEER PRIOR TO BEGINNING ANY SITE

EXCAVATION.

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

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

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

10. 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.

11. 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. PAYMENT FOR SOD FOR RESTORATION SHALL BE BORNE BY THE

CONTRACTOR FOR ALL AREAS OUTSIDE OF THE PROJECT GRADING LIMITS.

12. DURING THE WORK OF THIS CONTRACT, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN

WHATEVER TEMPORARY LIGHTING MAY BE NECESSARY TO KEEP THE TAXILANES/TAXIWAYS IN

OPERATING CONDITION WHEN OPEN FOR AIRCRAFT.

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

SURFACES DURING THIS CONTRACT.

14. 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.

15. 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.

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

DATUM.

17. 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.

GRADING NOTES

1. SELECTIVE GRADING SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER. IF SELECTIVE GRADING IS

ORDERED, IT SHALL BE PAID IN ACCORDANCE WITH ITEM P-152 UNCLASSIFIED EXCAVATION.

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 REPLACEMENT OF

UNDERCUT EXCAVATION WHICH WILL BE USED ONLY WHEN DIRECTED BY THE ENGINEER.

4. THE LIMITS OF GRADING ARE SHOWN ON THE GRADING PLANS. ALL AREAS OUTSIDE OF THE GRADING LIMITS WHICH ARE DISTURBED SHALL BE RESTORED WITH SOD, ITEM T-904, BY THE CONTRACTOR AT

THEIR EXPENSE.

5. 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, & SILTATION CONTROL."

6. 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.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE GROWTH OF SOD FOR ALL AREAS RESTORED WITH SOD. CONTRACTOR SHALL WATER AND MAINTAIN THE SOD AS NECESSARY

TO ENSURE CURRENT AND FUTURE GROWTH. WATERING SHALL BE CONSIDERED INCIDENTAL TO

SODDING, ITEM T-904, AS IT IS A NECESSARY PORTION OF THE WORK.

8. THE CONTRACTOR SHALL BE EQUIPPED WITH THE ABILITY TO UTILIZE GPS MACHINE-CONTROL

SYSTEMS TO EFFICIENTLY PERFORM EARTHWORK IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO

CONSTRUCTION IF THERE IS ANY UNDERGROUND UTILITY CONFLICT THAT INTERFERES WITH THE

PROPOSED GRADING PLANS.

PAVING NOTES:

1. ALL AREAS TO BE PAVED 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.THE APPLICATION OF TACK COAT

SHALL BE CONSIDERED INCIDENTAL TO ITEM P-403 AND ALL PAVING OPERATIONS.

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.

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.

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.

5. PRIOR TO THE CONTRACTOR LAYING A SECTION OF PIPE, THE CONTRACTOR SHALL VERIFY IN THE PRESENCE OF THE RPR, THE CORRECT SLOPES AND ELEVATIONS FOR EACH PIPE RUN THROUGH USE

OF STRING LINE, LASER OR ANOTHER APPROVED METHOD.

UTILITY SYSTEM NOTES:

1. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS AND FLORIDA'S "SUNSHINE

ONE-CALL" SYSTEM 72-HRS PRIOR TO STARTING CONSTRUCTION. COST OF REPLACEMENT AND

REPAIR OF EXISTING UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATION SHALL BE

CONTRACTOR'S RESPONSIBILITY.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR PERFORMING WORK INVOLVED IN CONNECTION WITH THE DISCONTINUANCE OR INTERRUPTION

OF ALL UTILITIES UNDER THE JURISDICTION OF THE UTILITY COMPANIES.

3. EXISTING OUT-OF-SERVICE BURIED UTILITIES ENCOUNTERED WITHIN THE PROPOSED PROJECT SHALL

BE REMOVED WITHIN THE EXCAVATED AREA AFTER THE ENGINEER IS IMMEDIATELY INFORMED.

REMOVAL OF ABANDONED UTILITY LINES/STRUCTURES SHALL BE INCIDENTAL TO ITEM P-152

UNCLASSIFIED EXCAVATION.

4. CONFLICTS BETWEEN UNDERGROUND UTILITIES, I.E. WATER, ELECTRICAL, COMMUNICATIONS, AND STORM OR SANITARY SEWERS SHALL BE RESOLVED BY ADJUSTING THE UNDERGROUND UTILITIES AS

APPROVED BY THE ENGINEER, AND IS INCLUSIVE IN CONTRACTORS COST.

5. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK WITH EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE A MINIMUM OF 72-HRS IN ADVANCE OF THE PROPOSED WORK, AND PRIOR TO SHOP DRAWINGS SUBMITTALS, WHEN APPLICABLE. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER IF THERE IS A CONFLICT.

INFORMATION TO BE FURNISHED BY THE CONTRACTOR SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE.

6. UTILITY APPURTENANCES SHALL MEET THE FOLLOWING REQUIREMENTS: A) BE AESTHETICALLY ACCEPTABLE. B) IN COMPLIANCE WITH INDUSTRY AND MANUFACTURER'S STANDARDS. C) PLACED IN AREA WITH THE MINIMUM INTERFERENCE TO THE OPERATION AND MAINTENANCE OF THE SITE. D) NOT

IN CONFLICT WITH OTHER FACILITIES.

7. CONTRACTOR SHALL PROVIDE FOR THE TEMPORARY SUPPORT AND PROTECTION OF EXISTING

UTILITIES WITHIN THE WORK AREA. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE

ADEQUACY OF THESE METHODS I.E. ALL SHEETING, SHORING, AND BRACING SYSTEMS.

8. THE CONTRACTOR SHALL PROVIDE APPLICABLE TEST RESULTS FOR THE PURPOSE OF

CERTIFICATIONS REQUIRED BY THE FDEP OR OTHER GOVERNING AGENCY HAVING JURISDICTION.

TESTING AND CERTIFICATION SHALL INCLUDE BUT ARE NOT LIMITED TO: WATER LINE,

COMMUNICATION LINE, POWER/ELECTRICAL LINE, SANITARY SEWERS TRENCH BACKFILL AND

COMPACTION, PAVING MATERIALS.

ELECTRICAL NOTES:

1. ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL

CODES.

2. THE ELECTRICAL CHARACTERISTICS OF PROPOSED EQUIPMENT SHALL BE VERIFIED TO BE

COMPATIBLE WITH EXISTING EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION.

3. ABANDONED CABLES MAY EXIST IN THE VICINITY OF THE PROPOSED WORK. IF ENCOUNTERED, CONTRACTOR SHALL VERIFY THAT THEY ARE ABANDONED PRIOR TO REMOVAL. IF THEY ARE NOT

ABANDONED, CABLES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ITEMS OF SPECIFIC MANUFACTURE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH

MANUFACTURER'S PRINTED INSTRUCTIONS AND OR MANUFACTURER'S REPRESENTATIVE

DIRECTIONS.

5. ALL GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC CONNECTIONS.

6. ALL CABLE CONNECTIONS SHALL BE MADE AT LIGHT UNITS OR AT ENDS OF DUCT BANKS UNLESS

DIRECTED OTHERWISE.

7. ALL ELECTRICAL EQUIPMENT REMOVED WHICH IS DESIRED BY THE OWNER TO BE SALVAGED SHALL

BE TURNED OVER TO THE OWNER. THE EQUIPMENT SHALL BE STOCKPILED AT A LOCATION

DESIGNATED BY THE OWNER IN PROPERTY AT A PROPER DISPOSAL SITE AT THE CONTRACTOR'S

EXPENSE.

8. PROVIDE WATERTIGHT TERMINATION FOR ALL BURIED CONDUIT ENDS.

9. ALL RUNWAY AND TAXIWAY EDGE LIGHTS SHALL BE LOCATED 5 FEET OFF OF THE DEFINED PAVEMENT EDGE UNLESS OTHERWISE NOTED OR DIRECTED. THE CONTRACTOR SHALL ALIGN ALL LIGHTS ON

TANGENT SECTIONS SUCH THAT THEY FORM A STRAIGHT LINE.

FIRE PROTECTION AND ACCESS NOTES:

1. THIS PROJECT SHALL INCLUDE ACCESS VIA AN UNMANNED GATE. THE CONTRACTOR SHALL

COORDINATE WITH THE AIRPORT, ENGINEER AND CITY STAFF TO PROVIDE THE NECESSARY

CLICK-2-ENTER SYSTEM AT THE EXISTING ACCESS GATE AS REQUIRED BY THE CITY OF LEESBURG

FOR EMERGENCY PURPOSES.

2. THE CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND FLORIDA FIRE PROTECTION CODES AND STANDARDS ARE MET DURING THE COURSE OF THIS

PROJECT.

3. PROJECTS THAT MEET THE REQUIREMENTS UNDER "COMPLIANCE WITH FLORIDA FIRE PREVENTION CODE CHAPTER 11, SECTION 11.10 TWO-WAY RADIO COMMUNICATION" MUST HAVE A MINIMUM RADIO SIGNAL TEST COMPLETED AND VERIFED FOR ACCEPTABLE TWO-WAY RADIO COMMUNICATION. SIGNAL STRENGTH SHALL BE RECORDED AND PROVIDED TO THE AHJ. IF NEEDED BASED ON THE FAILURE OF

A TEST AN ENHANCEMENT SYSTEM MUST BE INSTALLED. AT THE START OF THE PROJECT, THE

CONTRACTOR SHALL VERIFY WITH THE ENGINEER IF THE PROPOSED PROJECT MEETS THE

NECESSARY REQUIREMENTS.

ABAN. - ABANDONED

ADA - AMERICANS WITH DISABILITIES ACT

APPROX.. - APPROXIMATE

ASPH. - ASPHALT

AST - ABOVE GROUND STORAGE TANK

AVGAS - AVIATION GASOLINE

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

ELEV. - ELEVATION

FND. - FOUNDATION

HP - HIGH POINT

INV. - INVERT

JCP - JUNCTION CAN PLAZA

LT- LEFT

LP - LOW POINT

MAX. - MAXIMUM

MES - MITERED END SECTION

MIN. - MINIMUM

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

OFA - OBJECT FREE AREA

O.C - ON CENTER

PAV'T - PAVEMENT

PC - POINT OF CURVATURE

PCC - PORTLAND CEMENT CONCRETE PAVEMENT

PI - POINT OF INTERSECTION

P - PROPERTY LINE

PVI - POINT OF VERTICAL INTERSECTION

PVC - POLYVINYL CHLORIDE PIPE

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

STA. - STATION

TLOFA - TAXILANE OBJECT FREE AREA

TOFA - TAXIWAY OBJECT FREE AREA

TSA - TAXIWAY SAFETY AREA

TWY - TAXIWAY

TYP. - TYPICAL

UG - UNDERGROUND

ABBREVIATIONS

SHEET INDEX TABLE

SHEET

NUMBER SHEET TITLE

GI001 COVER SHEET

GI002 GENERAL NOTES, ABBREVIATIONS, AND SHEET INDEX

GC101 ULTIMATE PROJECT BUILD-OUT PLAN

GC102 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A1

GC103 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A2

GC104 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA B

GC105 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA C

GC501 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS

CE101 EXISTING CONDITIONS PLAN

CD101 CIVIL DEMOLITION PLAN

CD102 STORMWATER POLLUTION & PREVENTION PLAN

CD501 SWPPP DETAILS

CS101 GEOMETRY AND MARKING PLAN

CS501 GEOMETRY AND MARKING PLAN DETAILS

CG101 GRADING, DRAINAGE AND SOIL EROSION CONTROL PLAN

CG201 VERTICAL PROFILES

CG301 TYPICAL GRADING SECTIONS

CG501 GRADING AND DRAINAGE DETAILS

CG502 GRADING AND DRAINAGE DETAILS

CU101 UTILITY PLAN

CU501 UTILITY PLAN DETAILS

CU502 UTILITY PLAN DETAILS

CU503 UTILITY PLAN DETAILS

ED101 ELECTRICAL DEMOLITION PLAN

EL101 ELECTRICAL LAYOUT AND CIRCUITRY PLAN

EL501 ELECTRICAL LAYOUT AND CIRCUITRY PLAN DETAILS

EL502 ELECTRICAL LAYOUT AND CIRCUITRY PLAN DETAILS

LS

TOFA

TOFA

TOFA

ROFZ

CB

S

W M

CB

W

A

A

W

W M

A W

W

W

W M

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S

E

E

E

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T T

TT

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TOFA

TLOFA

TLOFA

TL

OFA

TLOFA

TLOFA

TLOFA

W

WWW

WWW

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TLO

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TLO

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TLOFA

TLOFA

TLOFA

TLOFA

TL

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FA

TL

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TLOFA

TLOFA

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TLOFA

TLOFA TL

O

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DJN

DJN

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

N O

D

AT

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R

EV

IS

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C R

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T (K

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, 8

AI

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, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

FO

GC101

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C T

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1 2 3 4

1 2 3 4

A

B

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A

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A1 ULTIMATE PROJECT BUILDOUT PLAN A4 KEY PLAN

B4 SHEET NOTES

30' 60'30'

GRAPHIC SCALE

0' NORTH

KEYED NOTES:

1. NEW TAXIWAY OBJECT FREE AREA, (TYP.).

2. NEW TAXILANE OBJECT FREE AREA, (TYP.).

3. PROPOSED DRAINAGE INFRASTRUCTURE TO BE INSTALLED, (TYP.).

4. PROPOSED UTILITY INFRASTRUCTURE TO BE INSTALLED, (TYP.). SEE CU SERIES FOR MORE

INFORMATION.

5. PROPOSED FUEL FARM LOCATION. TANK CONFIGURATION AND CARD READER TO BE INSTALLED IN

FUTURE PHASE II OF THE PROJECT.

6. PROPOSED 10' X 10' ADA PUBLIC USE BATHROOM TO BE CONSTRUCTED IN ACCORDANCE WITH THE

PROVIDED ARCHITECTURAL PERFORMANCE SPECIFICATIONS

7. PROPOSED UNLIT AIRFIELD SIGN AND PAD TO BE INSTALLED ON NEW CONCRETE BASE, SEE CS

SERIES FOR MORE INFORMATION.

8. PROPOSED STORMWATER DRY RETENTION POND, SEE CG SERIES FOR MORE INFORMATION.

9. EXISTING UTILITY LINES AND STRUCTURES TO BE PROTECTED IN PLACE, (TYP.).

10. PROPOSED BROAD-CRESTED TRAPEZOIDAL WEIR FOR THE PROPOSED DRY POND.

11. PROPOSED AIRFIELD ELECTRICAL FIXTURES OR GUIDANCE SIGNS TO BE INSTALLED. SEE EL SERIES

FOR MORE INFORMATION.

#C4 KEYED NOTES AND SHEET LEGEND

EXISTING TREE

LINE, (TYP.)

EXISTING HANGAR

TAXIWAY A

NE

W

T

AX

IL

AN

E A5

AIRPORT BLVD

EXISTING ROADWAY

TAXIWAY OBJECT

FREE AREA, (TYP.)

TAXILANE OBJECT

FREE AREA, (TYP.)

EXISTING

HANGAR

EXISTING AIRPORT

FENCELINE, (TYP.)

EXISTING CONCRETE

AIRCRAFT PARKING APRON

EXISTING CATCH

BASIN, (TYP.)

GOPHER TORTOISE RESPONSIBILITIES NOTES:

1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL COMPLETE A GOPHER TORTOISE SURVEY PAID UNDER ITEM, "GOPHER TORTOISE SURVEY/PROTECTION." SURVEY RESULTS SHALL BE

PROVIDED TO THE ENGINEER ONCE COMPLETED. GOPHER TORTOISE SURVEY BOUNDARY SHALL

EXTEND 15' PAST THE WORK AREA LIMITS.

2. CONTRACTOR SHALL PROTECT ALL DISCOVERED BURROWS IN ACCORDANCE WITH THE FLORIDA FISH

AND WILDLIFE REQUIREMENTS.

3. CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY GOPHER TORTOISE RELOCATION

PERMITS. THIS WORK WILL BE PAID UNDER ITEM, "GOPHER TORTOISE PERMIT".

4. ALL COSTS FOR DIGGING, RELOCATION OF GOPHER TORTOISES, BACKFILLING, AND PERMITS FOR THE

RECIPIENT SITE SHALL BE PAID UNDER THE ALLOWANCE, ITEM, "GOPHER TORTOISE BURROW

EXCAVATION AND RELOCATION".

5. THE CONTRACTOR SHALL TRACK TIME AND MATERIALS FOR THE EFFORT NECESSARY TO EXCAVATE

ALL IDENTIFIED BURROWS.

6. THE GOPHER TORTOISE SURVEY SHALL BE COMPLETED AS SOON AS POSSIBLE AND RELOCATIONS

SHALL BE COMPLETED BEFORE ANY WORK BEGINS. GOPHER TORTOISE EXCAVATIONS AND

RELOCATION WORK COMPLETED PRIOR TO THE CONTRACT BEGINNING SHALL NOT COUNT AGAINST

OVERALL CONTRACT TIME.

ULTIMATE BUILDOUT PROJECT NOTES

1. THE ULTIMATE BUILD-OUT DEPICTED IN THE PLAN VIEW IS REPRESENTATIVE OF THE FULL COMPLETION OF THE AVIATION FUEL FACILITY PROJECT. SEE THE CSPP SHEETS FOR THE METHODOLOGY OF PHASE I

OF THE PROJECT.

2. THE AVIATION FUEL FACILITY - PHASE I SHALL INCLUDE DEMOLITION OF EXISTING PAVEMENT, DRAINAGE INFRASTRUCTURE, UTILITY INSTALLATION, PAVING AND GRADING OPERATIONS, AND

PAVEMENT MARKING INSTALLATION.

TA

XI

LA

NE

A

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

NORTH

PROPOSED ASPHALT PAVEMENT,

SEE CS SERIES FOR MORE

INFORMATION

PROPOSED CONCRETE PAVEMENT,

SEE CS SERIES FOR MORE

INFORMATION

EX

IS

TI

NG

H

AN

G

AR

ACCESS ROAD NEW TAXILANE

TAXIWAY A

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

EXISTING

HANGAR

EXISTING

CONCRETE

APRON

PROPOSED DRY

RETENTION POND

NE

W

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IL

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UGC

UGC

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UGC

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DJN

DJN

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

N O

D

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C R

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, 8

AI

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PO

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BL

VD

, L

EE

SB

U

R G

, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

FO

GC102

C O

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AF

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A

1 2 3 4

1 2 3 4

A

B

C

A

B

C

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A

A4 KEY PLANA2SHEET LEGEND & KEYED NOTES

50' 100'50'

GRAPHIC SCALE

0' NORTH

CONTRACTOR ACCESS ROUTE,

(TYP.)

LOW-PROFILE

BARRICADES INTENDED

FOR WORK AREA A, SEE

DETAIL C4/GC501.

AIRCRAFT TAXI ROUTES,

(TYP.)

KEYED NOTES:

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

2. CONTRACTOR AND CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE VIA WILCO DR. AND

THE AIRPORT SECURITY GATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE ACCESS THROUGH THIS POINT WITH THE OWNER.

WORK AREA A

CONTRACTOR STAGING,

LAY-DOWN, STOCKPILE, AND

PERSONAL VEHICLE PARKING

AREA

A1 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

EXISTING TREE

LINE, (TYP.)

EXISTING HANGAR

EXISTING

HANGAR

TAXIWAY A

EX

IS

TI

NG

TA

XI

W

AY

A

5 AIRPORT BLVD

EXISTING ROADWAY

EXISTING TAXIWAY

OBJECT FREE AREA,

(TYP.)

EXISTING TAXILANE

OBJECT FREE AREA,

(TYP.)

EXISTING HANGAR

EXISTING AIRPORT

FENCELINE, (TYP.)

EXISTING CONCRETE

AIRCRAFT PARKING APRON

EXISTING CATCH

BASIN, (TYP.)

W

IL

C O

D R

W

IL

CO

D

R

EXISTING HANGAR

EXISTING CANTILEVER GATE

EX

IS

TI

NG

T

AX

IW

AY

A

TA

XI

LA

N

E A7

TAXIWAY A

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

SHEET NOTES:

1. THIS WORK AREA IS LOCATED OUTSIDE OF THE MOVEMENT AREA. THE CONTRACTOR SHALL NOT, UNDER ANY CIRCUMSTANCES, ENTER THE MOVEMENT AREA WITHOUT APPROVAL FROM THE OWNER

AND ENGINEER AND A DESIGNATED ESCORT.

2. ANY DAMAGE TO EXISTING STRUCTURES OR PAVEMENT OTHERWISE NOT INCLUDED IN THE PLANS OR

DIRECTED BY THE ENGINEER SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

3. WHEN WORKING ADJACENT TO ACTIVE AIRFIELD PAVEMENTS, WORK SHALL BE COMPLETED ON A PULL BACK BASIS IF AIRCRAFT PASSAGE IS REQUIRED TO MAINTAIN AIRPORT OPERATIONS. THE WORK AREAS SHOWN SHALL BE COORDINATED WITH THE ATCT, THE OWNER, AND THE ENGINEER TO ENSURE

A SAFE AND CONSTANT SEPARATION OF CONTRACTOR ACTIVITIES AND AIRCRAFT MOVEMENTS.

4. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN AND FREE OF DEBRIS. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK. THE CONTRACTOR SHALL HAVE SWEEPERS OR BLOWERS AVAILABLE AT ALL TIMES TO REMOVE TRACKED DIRT/FOD/DEBRIS FROM HARD SURFACES IF TRACKED OR LEFT INADVERTENTLY. FOD REMOVAL SHALL

BE AT THE DISCRETION OF THE RPR.

5. ALL TURF AREAS DISTURBED BY WORK ACTIVITIES SHALL BE RESTORED BY SODDING, UNLESS APPROVED OTHERWISE BY THE ENGINEER. RESTORATION WITH SEEDING OR HYDROSEEDING MAY BE

ACCEPTED FOR LIMITED AREAS OF DISTURBANCE.

6. CONTRACTOR SHALL REMAIN CLEAR OF THE EXISTING TAXILANE/TAXIWAY OBJECT FREE AREAS

THROUGH THE DURATION OF WORK AREA A.

7. IF FOR ANY REASON THERE ARE CONSTRUCTION VEHICLES/EQUIPMENT OTHER THAN CONTRACTOR VEHICLES, A FLAGGER SHALL BE REQUIRED TO ENSURE THAT CONSTRUCTION EQUIPMENT/VEHICLES

YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

8. HALF-RATE PAVEMENT MARKINGS SHALL BE PLACED PRIOR TO THE START OF THE SUBSEQUENT

WORK AREA.

CONSTRUCTION SAFETY AND PHASING PLAN NOTES:

WORK AREA A:

1. WORK AREA A SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO ASPHALT MILLING, CONCRETE PAVEMENT DEMOLITION, EXCAVATION, GRADING, LIME ROCK BASE COURSE, ASPHALT PAVING, CONCRETE INSTALLATION, AIRFIELD PAVEMENT MARKING, INSTALLATION OF DRAINAGE INFRASTRUCTURE, INSTALLATION OF NEW UTILITIES, BUILDING CONSTRUCTION, AND ALL THE

CONSTRUCTION NECESSARY FOR PROJECT COMPLETION.

2. ACCESS TO THE EXISTING TAXILANE A6 AND TAXILANE A5 SHALL BE CLOSED TO AIRCRAFT TRAFFIC.

PRIOR TO REOPENING ANY AIRFIELD PAVEMENT SURFACES TO AIRCRAFT TRAFFIC, PAVEMENT

SURFACES SHALL BE SWEPT CLEAN, F.O.D CHECKED, AND CLEARED FOR USED BY BOTH THE OWNER

AND THE ENGINEER.

3. TAXIWAY A, THE CONCRETE PARKING APRON, AND THE ACCESS ROAD TO TAXIWAY A SHALL REMAIN

OPEN, IN FULL CAPACITY, FOR THE DURATION OF WORK AREA A.

4. WORK IN WORK AREA A SHALL BE LIMITED TO 120 CONSECUTIVE CALENDAR DAYS AND

CONCURRENT WITH WORK AREA B.

5. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE MADE FOR CONSTRUCTION SITE DUST CONTROL, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK.

6. CONTRACTOR SHALL REMAIN CLEAR OF EXISTING TAXIWAY/TAXILANE OBJECT FREE AREA LIMITS THROUGHOUT THE DURATION OF THE WORK AREA. BARRICADES SHALL BE PLACED 5 FEET OUTSIDE

OF THE MOST STRICT CLEARANCE TO PROVIDE CLEAR DELINEATION.

U.S. HWY 441

NORTH

EXISTING

STOCKPILE

EXISTING ASPHALT

MILLINGS ACCESS

ROAD

EXISTING POND

FLAGPERSON LOCATION

EXISTING

AIRPORT

ADMINISTRATION

BUILDING

EXISTING CAR

DEALERSHIP

EXISTING CAR

DEALERSHIP

EXISTING

PARKING LOT

AIRPORT BLVD

EXISTING

PARKING LOT

EXISTING HANGAR

EX

IS

TI

NG

H

AN

G

AR

EXISTING ACCESS ENTRANCE.

CONTRACTOR SHALL MAINTAIN THE

ENTRANCE THROUGHOUT THE DURATION

OF THE PROJECT AND RESTORE TO ITS

EXISTING CONDITION AT THE END OF THE

PROJECT. SEE DETAIL A3/CD501.

EXISTING ACCESS ROAD

CONSTRUCTION

ACCESS ROAD

EXISTING

CONCRETE

APRON

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

ROFA

ROFA

ROFA

ROFA

ROFA

ROFA

CB

E

E

S

CB

ROFZ

ROFZ

CB

CB

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DJN

DJN

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

N O

D

AT

E

R

EV

IS

IO

N S

D

ES

C R

IP

TI

O N

AV

IA

TI

O

N F

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F

AC

IL

IT

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LE

ES

BU

R G

IN

TE

R N

AT

IO

N

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IR

PO

R

T (K

LE

E)

, 8

AI

R

PO

R T

BL

VD

, L

EE

SB

U

R G

, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

FO

GC103

C O

N

ST

R U

C

TI

O N

S

AF

ET

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AN

D

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EA

B

1 2 3 4

1 2 3 4

A

B

C

A

B

C

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA B

A4 KEY PLANA2 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

50' 100'50'

GRAPHIC SCALE

0' NORTH

CONTRACTOR

ACCESS ROUTE,

(TYP.)

LOW-PROFILE

BARRICADES INTENDED

FOR WORK AREA B, SEE

DETAIL C4/GC501.

AIRCRAFT TAXI

ROUTES, (TYP.)

KEYED NOTES:

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

2. CONTRACTOR AND CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE VIA WILCO DR. AND THE

AIRPORT SECURITY GATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

ACCESS THROUGH THIS POINT WITH THE OWNER.

3. PROPOSED TAXILANE OBJECT FREE AREA, (TYP.).

4. PROPOSED UTILITY INFRASTRUCTURE TO BE INSTALLED (TYP.), SEE CU SERIES FOR MORE

INFORMATION.

5. PROPOSED 10'X10' ADA PUBLIC USE BATHROOM, SEE ARCHITECTURAL PLANS FOR MORE

INFORMATION.

6. PROPOSED DRAINAGE INFRASTRUCTURE,(TYP.), SEE CG SERIES FOR MORE INFORMATION.

7. PROPOSED PAVEMENT MARKINGS, (TYP.), SEE CS SERIES FOR MORE INFORMATION.

8. PROPOSED STORMWATER DRY RETENTION POND, SEE CG SERIES FOR MORE INFORMATION.

WORK AREA B

CONTRACTOR

STAGING, LAY-DOWN,

STOCKPILE, AND

PERSONAL VEHICLE

PARKING AREA

A1 SHEET LEGEND & KEYED NOTES

EXISTING TREE

LINE, (TYP.)

EXISTING HANGAR

EXISTING

HANGAR

TAXIWAY A

EX

IS

TI

NG

TA

XI

W

AY

A

AIRPORT BLVD

EXISTING ROADWAY

EXISTING TAXILANE

OBJECT FREE AREA,

(TYP.)

EXISTING HANGAR

EXISTING AIRPORT

FENCELINE, (TYP.)

EXISTING CONCRETE

AIRCRAFT PARKING APRON

EXISTING CATCH

BASIN, (TYP.)

W

IL

C O

D R

W

IL

CO

D

R

EXISTING HANGAR

EXISTING CANTILEVER GATE

TA

XI

W

AY

A

TA

XI

LA

N

E A7

TAXIWAY A

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

SHEET NOTES:

1. ANY DAMAGE TO EXISTING STRUCTURES OR PAVEMENT OTHERWISE NOT INCLUDED IN THE PLANS OR

DIRECTED BY THE ENGINEER SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

2. WHEN WORKING ADJACENT TO ACTIVE AIRFIELD PAVEMENTS, WORK SHALL BE COMPLETED ON A PULL BACK BASIS IF AIRCRAFT PASSAGE IS REQUIRED TO MAINTAIN AIRPORT OPERATIONS. THE WORK AREAS SHOWN SHALL BE COORDINATED WITH THE ATCT, THE OWNER, AND ENGINEER TO ENSURE A

SAFE AND CONSTANT SEPARATION OF CONTRACTOR ACTIVITIES AND AIRCRAFT MOVEMENTS.

3. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN AND FREE OF DEBRIS. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK. THE CONTRACTOR SHALL HAVE SWEEPERS OR BLOWERS AVAILABLE AT ALL TIMES TO REMOVE TRACKED DIRT/FOD/DEBRIS FROM HARD SURFACES IF TRACKED OR LEFT INADVERTENTLY. FOD REMOVAL SHALL

BE AT THE DISCRETION OF THE RPR.

4. ALL TURF AREAS DISTURBED BY WORK ACTIVITIES SHALL BE RESTORED BY SODDING, UNLESS APPROVED OTHERWISE BY THE ENGINEER. RESTORATION WITH SEEDING OR HYDROSEEDING MAY BE

ACCEPTED FOR LIMITED AREAS OF DISTURBANCE.

5. CONTRACTOR SHALL REMAIN CLEAR OF THE EXISTING TAXILANE/TAXIWAY OBJECT FREE AREAS

THROUGH THE DURATION OF WORK AREA B.

6. IF FOR ANY REASON THERE ARE CONSTRUCTION VEHICLES/EQUIPMENT OTHER THAN CONTRACTOR VEHICLES, A FLAGGER SHALL BE REQUIRED TO ENSURE THAT CONSTRUCTION EQUIPMENT/VEHICLES

YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

7. HALF-RATE PAVEMENT MARKINGS SHALL BE PLACED PRIOR TO THE START OF THE SUBSEQUENT

WORK AREA.

CONSTRUCTION SAFETY AND PHASING PLAN NOTES:

WORK AREA B:

1. WORK AREA B SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO ASPHALT MILLING, EXCAVATION, GRADING, LIME ROCK BASE COURSE, ASPHALT PAVING, AIRFIELD GUIDANCE SIGN

INSTALLATION AND AIRFIELD PAVEMENT MARKING.

2. DIRECT ACCESS FROM TAXIWAY A TO TAXILANES A5, A6 , AND THE ACCESS ROAD SHALL BE CLOSED.

ACCESS TO PRIOR TO REOPENING ANY AIRFIELD PAVEMENT SURFACES TO AIRCRAFT TRAFFIC,

PAVEMENT SURFACES SHALL BE SWEPT CLEAN, F.O.D CHECKED, AND CLEARED FOR USED BY BOTH

THE OWNER AND THE ENGINEER.

3. THE REMAINDER OF TAXIWAY A, ACCESS TO THE AIRCRAFT PARKING APRON AND THE ACCESS TO

TAXILANE A6 VIA THE NEWLY CONSTRUCTED TAXILANE SHALL REMAIN OPEN THROUGHOUT THE

DURATION OF THIS WORK AREA.

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

CONCURRENT TO WORK AREA A.

5. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE MADE FOR CONSTRUCTION SITE DUST CONTROL, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK.

6. BARRICADES SHALL BE PLACED 5 FEET OUTSIDE OF THE MOST STRICT CLEARANCE TO PROVIDE

CLEAR DELINEATION.

PROPOSED ASPHALT

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

PROPOSED CONCRETE

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

U.S. HWY 441

NORTH

EXISTING POND

FLAGPERSON LOCATION

EXISTING

AIRPORT

ADMINISTRATION

BUILDING

EXISTING CAR

DEALERSHIP

EXISTING CAR

DEALERSHIP

EXISTING

PARKING LOT

AIRPORT BLVD

EXISTING

PARKING LOT

EXISTING HANGAR

EX

IS

TI

NG

H

AN

G

AR

EXISTING ACCESS ENTRANCE. CONTRACTOR

SHALL MAINTAIN THE ENTRANCE THROUGHOUT

THE DURATION OF THE PROJECT AND RESTORE

TO ITS EXISTING CONDITION AT THE END OF THE

PROJECT. SEE DETAIL A3/CD501.

EXISTING ACCESS ROAD

EXISTING

CONCRETE

APRON

CONSTRUCTION

ACCESS ROAD

TOFA

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

UGC

CB

E

E

S

CB

ROFZ

ROFZ

CB

S

W M

CB

W

A

A

W

W M

A W

W

W

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E

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S S

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DJN

DJN

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

N O

D

AT

E

R

EV

IS

IO

N S

D

ES

C R

IP

TI

O N

AV

IA

TI

O

N F

U

EL

F

AC

IL

IT

Y

LE

ES

BU

R G

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (K

LE

E)

, 8

AI

R

PO

R T

BL

VD

, L

EE

SB

U

R G

, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

FO

GC104

C O

N

ST

R U

C

TI

O N

S

AF

ET

Y

AN

D

P H

AS

IN

G P

LA

N

W

O R

K

AR

EA

C

1 2 3 4

1 2 3 4

A

B

C

A

B

C

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA C

A4 KEY PLANA2

50' 100'50'

GRAPHIC SCALE

0' NORTH

CONTRACTOR

ACCESS ROUTE,

(TYP.)

LOW-PROFILE

BARRICADES INTENDED

FOR WORK AREA C, SEE

DETAIL C4/GC501.

AIRCRAFT TAXI

ROUTES, (TYP.)WORK AREA C

CONTRACTOR

STAGING, LAY-DOWN,

STOCKPILE, AND

PERSONAL VEHICLE

PARKING AREA

A1

EXISTING TREE

LINE, (TYP.)

EXISTING HANGAR

EXISTING

HANGAR

TAXIWAY A TA

XI

LA

NE

A

AIRPORT BLVD

EXISTING ROADWAY

EXISTING TAXIWAY

OBJECT FREE AREA,

(TYP.)

EXISTING TAXILANE

OBJECT FREE AREA,

(TYP.)

EXISTING HANGAR

EXISTING AIRPORT

FENCELINE, (TYP.)

EXISTING CONCRETE

AIRCRAFT PARKING APRON

EXISTING CATCH

BASIN, (TYP.)

W

IL

C O

D R

W

IL

CO

D

R

EXISTING HANGAR

EXISTING CANTILEVER GATE

TA

XI

LA

NE

A

TA

XI

LA

N

E A7

TAXIWAY A

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

SHEET NOTES:

1. ANY DAMAGE TO EXISTING STRUCTURES OR PAVEMENT OTHERWISE NOT INCLUDED IN THE PLANS OR

DIRECTED BY THE ENGINEER SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

2. WHEN WORKING ADJACENT TO ACTIVE AIRFIELD PAVEMENTS, WORK SHALL BE COMPLETED ON A PULL BACK BASIS IF AIRCRAFT PASSAGE IS REQUIRED TO MAINTAIN AIRPORT OPERATIONS. THE WORK AREAS SHOWN SHALL BE COORDINATED WITH THE ATCT, THE OWNER, AND ENGINEER TO ENSURE A

SAFE AND CONSTANT SEPARATION OF CONTRACTOR ACTIVITIES AND AIRCRAFT MOVEMENTS.

3. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN AND FREE OF DEBRIS. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK. THE CONTRACTOR SHALL HAVE SWEEPERS OR BLOWERS AVAILABLE AT ALL TIMES TO REMOVE TRACKED DIRT/FOD/DEBRIS FROM HARD SURFACES IF TRACKED OR LEFT INADVERTENTLY. FOD REMOVAL SHALL

BE AT THE DISCRETION OF THE RPR.

4. ALL TURF AREAS DISTURBED BY WORK ACTIVITIES SHALL BE RESTORED BY SODDING, UNLESS APPROVED OTHERWISE BY THE ENGINEER. RESTORATION WITH SEEDING OR HYDROSEEDING MAY BE

ACCEPTED FOR LIMITED AREAS OF DISTURBANCE.

5. CONTRACTOR SHALL REMAIN CLEAR OF THE EXISTING TAXILANE/TAXIWAY OBJECT FREE AREAS

THROUGH THE DURATION OF WORK AREA B.

6. IN ANY INSTANCE THERE SHALL BE CONSTRUCTION VEHICLES/EQUIPMENT OTHER THAN CONTRACTOR VEHICLES, A FLAGGER SHALL BE REQUIRED TO ENSURE THAT CONSTRUCTION EQUIPMENT/VEHICLES

YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

7. HALF-RATE PAVEMENT MARKINGS SHALL BE PLACED PRIOR TO THE START OF THE SUBSEQUENT

WORK AREA.

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

WORK AREA C:

1. WORK AREA C SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO CONCRETE

REMOVAL, EXCAVATION, GRADING, PAVING, LIME ROCK BASE COURSE, AIRFIELD PAVEMENT

MARKINGS.

2. ACCESS TO TAXILANE A5 VIA TAXIWAY A AND THE AIRCRAFT PARKING APRON SHALL BE CLOSED.

ACCESS TO PRIOR TO REOPENING ANY AIRFIELD PAVEMENT SURFACES TO AIRCRAFT TRAFFIC,

PAVEMENT SURFACES SHALL BE SWEPT CLEAN, F.O.D CHECKED, AND CLEARED FOR USED BY

BOTH THE OWNER AND THE ENGINEER.

3. TAXIWAY A, THE PROPOSED TAXILANE, FUELING APRON AND TAXILANE A6 SHALL BE OPEN

THROUGHOUT THE DURATION OF THIS WORK AREA.

4. WORK IN WORK AREA C SHALL BE LIMITED TO 35 CONSECUTIVE CALENDAR DAYS. WORK IN AREA C

SHALL COMMENCE AFTER WORK IN WORK AREA B HAS BEEN COMPLETED.

5. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE MADE FOR CONSTRUCTION SITE DUST CONTROL

AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK.

6. BARRICADES SHALL BE PLACED 5 FEET OUTSIDE OF THE MOST STRICT CLEARANCE TO PROVIDE

CLEAR DELINEATION.

PROPOSED ASPHALT

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

PROPOSED CONCRETE

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

U.S. HWY 441

NORTH

EXISTING POND

AIRPORT

ADMINISTRATION

EXISTING CAR

DEALERSHIP

EXISTING CAR

DEALERSHIP

PARKING LOT

AIRPORT BLVD

PARKING LOT

EXISTING HANGAR

EX

IS

TI

NG

H

AN

G

AR

EXISTING ACCESS ENTRANCE. CONTRACTOR

SHALL MAINTAIN THE ENTRANCE THROUGHOUT

THE DURATION OF THE PROJECT AND RESTORE

TO ITS EXISTING CONDITION AT THE END OF THE

PROJECT. SEE DETAIL A3/CD501.

ACCESS ROAD

KEYED NOTES:

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

2. CONTRACTOR AND CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE VIA WILCO DR. AND THE

AIRPORT SECURITY GATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

ACCESS THROUGH THIS POINT WITH THE OWNER.

3. PROPOSED TAXIWAY OBJECT FREE AREA, (TYP.).

4. PROPOSED TAXILANE OBJECT FREE AREA, (TYP.).

5. PROPOSED UTILITY INFRASTRUCTURE TO BE INSTALLED (TYP.), SEE CU SERIES FOR MORE

INFORMATION.

6. PROPOSED 10'X10' ADA PUBLIC USE BATHROOM, SEE ARCHITECTURAL PLANS FOR MORE

INFORMATION.

7. PROPOSED DRAINAGE INFRASTRUCTURE,(TYP.), SEE CG SERIES FOR MORE INFORMATION.

8. PROPOSED PAVEMENT MARKINGS, (TYP.), SEE CS SERIES FOR MORE INFORMATION.

9. PROPOSED STORMWATER DRY RETENTION POND, SEE CG SERIES FOR MORE INFORMATION

10. PROPOSED TAXIWAY EDGE LIGHT, (TYP.), SEE EL SERIES FOR MORE INFORMATION.

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

CONSTRUCTION SAFETY AND PHASING PLAN NOTESSHEET LEGEND & KEYED NOTES #

CONSTRUCTION

ACCESS ROAD

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DJN

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AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

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C R

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, 8

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, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

FO

GC104

C O

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B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA D

A4 KEY PLANA2

50' 100'50'

GRAPHIC SCALE

0' NORTH

CONTRACTOR

ACCESS ROUTE,

(TYP.)

LOW-PROFILE

BARRICADES INTENDED

FOR WORK AREA C, SEE

DETAIL C4/GC501.

AIRCRAFT TAXI

ROUTES, (TYP.)WORK AREA D

CONTRACTOR

STAGING, LAY-DOWN,

STOCKPILE, AND

PERSONAL VEHICLE

PARKING AREA

A1

SHEET NOTES:

1. ANY DAMAGE TO EXISTING STRUCTURES OR PAVEMENT OTHERWISE NOT INCLUDED IN THE PLANS OR

DIRECTED BY THE ENGINEER SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

2. WHEN WORKING ADJACENT TO ACTIVE AIRFIELD PAVEMENTS, WORK SHALL BE COMPLETED ON A PULL BACK BASIS IF AIRCRAFT PASSAGE IS REQUIRED TO MAINTAIN AIRPORT OPERATIONS. THE WORK AREAS SHOWN SHALL BE COORDINATED WITH THE ATCT, THE OWNER, AND ENGINEER TO ENSURE A

SAFE AND CONSTANT SEPARATION OF CONTRACTOR ACTIVITIES AND AIRCRAFT MOVEMENTS.

3. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN AND FREE OF DEBRIS. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK. THE CONTRACTOR SHALL HAVE SWEEPERS OR BLOWERS AVAILABLE AT ALL TIMES TO REMOVE TRACKED DIRT/FOD/DEBRIS FROM HARD SURFACES IF TRACKED OR LEFT INADVERTENTLY. FOD REMOVAL SHALL

BE AT THE DISCRETION OF THE RPR.

4. ALL TURF AREAS DISTURBED BY WORK ACTIVITIES SHALL BE RESTORED BY SODDING, UNLESS APPROVED OTHERWISE BY THE ENGINEER. RESTORATION WITH SEEDING OR HYDROSEEDING MAY BE

ACCEPTED FOR LIMITED AREAS OF DISTURBANCE.

5. CONTRACTOR SHALL REMAIN CLEAR OF THE EXISTING TAXILANE/TAXIWAY OBJECT FREE AREAS

THROUGH THE DURATION OF WORK AREA C.

6. IN ANY INSTANCE THERE SHALL BE CONSTRUCTION VEHICLES/EQUIPMENT OTHER THAN CONTRACTOR VEHICLES, A FLAGGER SHALL BE REQUIRED TO ENSURE THAT CONSTRUCTION EQUIPMENT/VEHICLES

YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES.

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

WORK AREA D:

1. WORK AREA D SHALL CONSIST OF INSTALLING FINAL PAVEMENT MARKINGS. WORK IN WORK AREA D

SHALL COMMENCE AFTER WORK IN WORK AREA D HAS BEEN COMPLETED.

2. ACCESS TO TAXILANE A5, A6, AND THE ACCESS ROAD VIA TAXIWAY A AND THE AIRCRAFT PARKING APRON SHALL BE CLOSED TO AIRCRAFT TRAFFIC. TAXIWAY A EAST OF TAXILANE A7 AND WEST OF

CONCRETE AIRCRAFT PARKING APRON SHALL BE CLOSED THROUGHOUT THE DURATION OF THIS

WORK AREA. ACCESS TO PRIOR TO REOPENING ANY AIRFIELD PAVEMENT SURFACES TO AIRCRAFT TRAFFIC, PAVEMENT SURFACES SHALL BE SWEPT CLEAN, F.O.D CHECKED, AND CLEARED FOR USED

BY BOTH THE OWNER AND THE ENGINEER.

3. WORK IN WORK AREA D SHALL BE LIMITED TO 2 CONSECUTIVE CALENDAR DAYS.

4. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE MADE FOR CONSTRUCTION SITE DUST CONTROL

AS IT IS A NECESSARY AND INCIDENTAL PORTION OF THE WORK.

5. BARRICADES SHALL BE PLACED 5 FEET OUTSIDE OF THE MOST STRICT CLEARANCE TO PROVIDE

CLEAR DELINEATION.

NORTH

KEYED NOTES:

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

2. CONTRACTOR AND CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE VIA WILCO DR. AND THE

AIRPORT SECURITY GATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

ACCESS THROUGH THIS POINT WITH THE OWNER.

3. PROPOSED TAXIWAY OBJECT FREE AREA, (TYP.).

4. PROPOSED TAXILANE OBJECT FREE AREA, (TYP.).

5. PROPOSED UTILITY INFRASTRUCTURE TO BE INSTALLED (TYP.), SEE CU SERIES FOR MORE

INFORMATION.

6. PROPOSED 10'X10' ADA PUBLIC USE BATHROOM, SEE ARCHITECTURAL PLANS FOR MORE

INFORMATION.

7. PROPOSED DRAINAGE INFRASTRUCTURE,(TYP.), SEE CG SERIES FOR MORE INFORMATION.

8. PROPOSED PAVEMENT MARKINGS, (TYP.), SEE CS SERIES FOR MORE INFORMATION.

9. PROPOSED STORMWATER DRY RETENTION POND, SEE CG SERIES FOR MORE INFORMATION

10. PROPOSED UNLIT AIRFIELD GUIDANCE SIGN ON NEW CONCRETE BASE, SEE CS SERIES FOR MORE

INFORMATION.

PROPOSED ASPHALT

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

PROPOSED CONCRETE

PAVEMENT, SEE CS

SERIES FOR MORE

INFORMATION

EXISTING TREE

LINE, (TYP.)

EXISTING HANGAR

EXISTING

HANGAR

TAXIWAY A NE

W

T

AX

IL

AN

E A5

AIRPORT BLVD

EXISTING ROADWAY

EXISTING TAXIWAY

OBJECT FREE AREA,

(TYP.)

EXISTING TAXILANE

OBJECT FREE AREA,

(TYP.)

EXISTING HANGAR

EXISTING AIRPORT

FENCELINE, (TYP.)

EXISTING CONCRETE

AIRCRAFT PARKING APRON

EXISTING CATCH

BASIN, (TYP.)

W

IL

C O

D R

W

IL

CO

D

R

EXISTING HANGAR

EXISTING CANTILEVER GATE

TA

XI

LA

NE

A

TA

XI

LA

N

E A7

TAXIWAY A

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

U.S. HWY 441

EXISTING POND

AIRPORT

ADMINISTRATION

EXISTING CAR

DEALERSHIP

EXISTING CAR

DEALERSHIP

PARKING LOT

AIRPORT BLVD

PARKING LOT

EXISTING HANGAR

EX

IS

TI

NG

H

AN

G

AR

EXISTING ACCESS ENTRANCE. CONTRACTOR SHALL

MAINTAIN THE ENTRANCE THROUGHOUT THE DURATION OF

THE PROJECT AND RESTORE TO ITS EXISTING CONDITION AT

THE END OF THE PROJECT. SEE DETAIL A3/CD501.

ACCESS ROAD

CONSTRUCTION

ACCESS ROAD

CONSTRUCTION SAFETY AND PHASING PLAN NOTESSHEET LEGEND & KEYED NOTES #

NE

W

T

AX

IW

AY

A

CO

NN

EC

TO

R

AMC, JCW

JUNE 2026

AS SHOWN

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

SEAL

SHEET

PROJECT NO./DASH NO.

APPROVED:

CHECKED:

DRAWN:

DATE:

SCALE:

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, F L

DANIEL J. NICKOLS, JR., P.E.

Lic. No. 78634

2024.236.04

GC501

C O

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A1 CONSTRUCTION SAFETY PHASING NOTES

C4 HDPE LOW PROFILE BARRICADE

CONSTRUCTION SAFETY AND PHASING NOTES:

A. IF THE EXISTING TAXIWAYS ARE USED FOR SITE ACCESS, THE CONTRACTOR SHALL YIELD TO AIRCRAFT AT ALL TIMES, WITHOUT EXCEPTION. FLAGGERS SHALL BE UTILIZED AS NEEDED OR

REQUESTED BY THE ENGINEER/RPR TO FACILITATE TRAFFIC IN THESE AREAS.

B. WHEN WORK IN THE TAXIWAY OBJECT FREE AREA IS NECESSARY, THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HRS PRIOR TO THE START OF WORK. TOFA WIDTH 85.5 FT OFF OF CENTERLINE.

C. THE CONTRACTOR SHALL PULL BACK FROM THE TAXIWAY OBJECT FREE AREA AS NEEDED TO ALLOW

TENANTS ACCESS TO EXISTING HANGARS. TOFA WIDTH 85.5 FT OFF OF CENTERLINE.

D. THE CONTRACTOR SHALL ADVISE THE AIRPORT MANAGER AND RPR AT LEAST ONCE A WEEK IN

ADVANCE OF SCHEDULE TO BEGIN CONSTRUCTION. AIRPORT WILL INITIATE THE ISSUANCE OF

PROPER CONSTRUCTION NOTAM(S).

PROJECT WORK AREAS:

A. THIS PROJECT SHALL BE COMPLETED WITHIN THE FOLLOWING STIPULATIONS:

a. AIRFIELD SAFETY AND SECURITY IS, AT ALL TIMES, THE HIGHEST PRIORITY.

b. AT NO TIME SHALL THE AIRFIELD PERIMETER SECURITY FENCE BE LEFT OPEN AND UNSECURED.

B. THE CONTRACTOR, OWNER ESCORT OR RPR SHALL COORDINATE CONSTRUCTION ACTIVITY WITH THE ATCT TO ENSURE THAT AIRCRAFT TRAFFIC IS KEPT CLEAR OF CONSTRUCTION ACTIVITIES.

C. AIRFIELD PAVEMENT AND ADJACENT ROADWAYS SHALL BE KEPT CLEAN OF DIRT/DEBRIS AT ALL TIMES. THE CONTRACTOR SHALL HAVE EQUIPMENT ON SITE AT ALL TIMES CAPABLE OF CLEANING THESE SURFACES. CLEANING OF AIRFIELD PAVEMENTS AND ADJACENT ROADWAYS SHALL BE DONE AS NEEDED OR AS DIRECTED BY THE OWNER OR ENGINEER. THIS SHALL BE INCIDENTAL AS IT IS A

NECESSARY PORTION OF THE WORK.

D. CONSTRUCTION ENTRANCES AND ACCESS ROADS SHALL BE CONTINUALLY MAINTAINED

THROUGHOUT THE DURATION OF THE PROJECT.

E. CONSTRUCTION ENTRANCES, ACCESS ROADS, ACCESS GATES, AND FENCE LINE SHALL BE

DELIVERED TO THE OWNER AT THE COMPLETION OF THE PROJECT IN LIKE-NEW CONDITION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE INFLICTED UPON

THESE FACILITIES AND INFRASTRUCTURE OVER THE DURATION OF THE PROJECT. THE

ENGINEER/OWNER SHALL DOCUMENT THE EXISTING CONDITION AND POST-CONDITION OF ALL

INFRASTRUCTURE AND FACILITIES. ANY MEASURABLE DAMAGE SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

F. RESTORATION OF DISTURBED SURFACES SHALL BE COMPLETED AS SOON AS PRACTICAL TO

PREVENT EXCESSIVE EROSION.

GENERAL NOTES:

A. 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.

B. THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH FAA ADVISORY CIRCULAR AC

150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION.

C. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CONTACT INFORMATION OF KEY AIRPORT

PERSONNEL.

D. THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IN

ACCORDANCE WITH THE FAA STANDARD OPERATION PROCEDURES FOR CONSTRUCTION SAFETY

PHASING PLANS. THE SPCD SHOULD BE WRITTEN FOLLOWING THE FORMAT OF ADVISORY CIRCULAR 150/5370-2G, CHAPTER 2, PAR. 2.4.2. A NOTICE TO PROCEED (NTP) WILL NOT BE ISSUED UNTIL THE

SPCD IS SUBMITTED.

INSPECTION REQUIREMENTS:

A. 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 EXCESS CONSTRUCTION

MATERIALS LEFT IN THE TLOFA/TOFA.

B. AT THE BEGINNING OF EACH CONSTRUCTION DAY, THE CONTRACTOR AND RPR SHALL COORDINATE

WITH THE OWNER AND ATCT TO ENSURE THAT THE AIRCRAFT TRAFFIC HAS BEEN DIVERTED TO

PORTIONS OF THE AIRFIELD THAT WILL NOT BE AFFECTED BY THE CONSTRUCTION ON THAT DAY.

SAFETY REQUIREMENTS:

A. THE WORK OF THIS PROJECT REQUIRES WORKING IN THE VICINITY OF AND ADJACENT TO EXISTING TAXIWAYS. THE CONTRACTOR SHALL YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES, AND SHALL MAKE

ALL NECESSARY ARRANGEMENTS TO PREVENT IMPACTS TO EXISTING TENANTS WITHOUT

PROPER/EXTENDED NOTICE.

B. DURING PERFORMANCE OF THIS CONTRACT, THE AIRPORT RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE OF AREAS NEAR THE

CONTRACTOR'S WORK WILL BE CONTROLLED TO MINIMIZE DISTURBANCE TO THE CONTRACTOR'S

OPERATION. THE CONTRACTOR SHALL NOT ALLOW EMPLOYEES, SUBCONTRACTORS, SUPPLIERS OR ANY OTHER UNAUTHORIZED PERSON TO ENTER OR REMAIN IN ANY AIRPORT AREA WHICH WOULD BE

HAZARDOUS TO PERSONS OR TO AIRCRAFT OPERATIONS.

C. ALL WORK WHICH IS TOO CLOSE TO AN ACTIVE TAXIWAY TO BE PERFORMED UNDER OPERATIONAL CONDITIONS SHALL BE PERFORMED WHEN NOT IN USE. SUCH WORK SHALL NOT BE ACCOMPLISHED

WITHOUT PRIOR PERMISSION FROM THE OWNER OR ENGINEER.

D. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THE SAFETY OF

OPERATING AIRCRAFT AS WELL AS THAT OF THEIR OWN EQUIPMENT AND PERSONNEL. THE

CONTRACTOR SHALL OBEY ALL INSTRUCTIONS AS TO ROUTES TO BE TAKEN BY EQUIPMENT

TRAVELING WITHIN THE AIRPORT AREA. THE CONTRACTOR SHALL MAKE THEIR OWN ESTIMATE OF

ALL DIFFICULTIES TO BE ENCOUNTERED.

E. 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.

F. EQUIPMENT NOT ACTUALLY IN OPERATION SHALL BE KEPT CLEAR OF ACTIVE OPERATIONAL AREAS;

PERSONNEL SHALL NOT ENTER OR OPERATE EQUIPMENT WITHIN ACTIVE OPERATIONAL AREAS OF THE AIRPORT WITHOUT SPECIFIC PERMISSION FROM THE OFFICE OF THE AIRPORT REPRESENTATIVE.

G. WHEN ANY VEHICLE OTHER THAN THOSE APPROVED FOR USE IN THE AIRCRAFT MOVEMENT AREA IS REQUIRED TO TRAVEL OVER ANY PORTION OF THAT AREA, IT SHALL BE ESCORTED BY A VEHICLE PROPERLY IDENTIFIED TO OPERATE IN THE AREA AND BE PROVIDED WITH A FLAG ON A STAFF ATTACHED TO THE VEHICLE. A FLAG OR ESCORT VEHICLE IS NOT REQUIRED FOR VEHICLES WHICH HAVE BEEN PAINTED, MARKED AND LIGHTED FOR ROUTING USE ON AIRCRAFT MOVEMENT AREAS.

ANY VEHICLE OPERATING ON THE MOVEMENT AREA DURING THE HOURS OF DARKNESS SHALL BE

EQUIPPED WITH A FLASHING LIGHT IN ACCORDANCE WITH PARAGRAPH H BELOW.

H. 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.