IFB_26-014-DN_DRAWINGS.pdf
PDF 9 MB Posted
- Attached to
- Taxilane Rehabilitation
- Solicitation number
- IFB 26-014-DN
- Issued by
- Orange County, Orlando City, Florida
About this file
This is a set of technical drawings and design specifications for a Taxilane Rehabilitation project at Leesburg International Airport in Florida, prepared by AVCON, Inc. (Engineers & Planners). The project encompasses the rehabilitation of five taxilanes (T-1, T-2, T-3, T-5, and T-6) and includes pavement demolition, minor grading, asphalt paving operations, utility relocations, and airfield pavement markings. The scope of work involves cold milling of existing asphalt pavements, full-depth reconstruction in select areas, placement of new asphalt surface and base courses, soil erosion and siltation control measures, and sodding of disturbed areas. The project is divided into four main work areas (A, B, C, and D) with specific phasing requirements, including separate sub-work areas with defined durations ranging from one to five consecutive calendar days. The total project duration is specified as 43 calendar days. The drawings include general notes, construction safety and phasing plans, existing conditions plans, civil demolition plans, geometry plans, grading and drainage plans, typical pavement sections, and marking plans with detailed specifications for materials, elevations, and construction sequencing.
The project is federally funded through FAA Airport Improvement Program (AIP) funding, as indicated by the FAA Project Number 3-12-0042-033-2025. All work must comply with current FDOT Standard Specifications for Road, Bridge and Utility Construction, FAA Advisory Circulars, and the City of Leesburg Land Development Code. Davis-Bacon wage rates apply to the project, requiring certified payrolls from all contractors and subcontractors. The contractor bears responsibility for locating and protecting existing utilities, obtaining necessary permits, coordinating with airport operations and tenants, and managing construction safety in the active airport environment. Contractor operations are restricted to nighttime hours (7:00 PM to 7:00 AM) for the majority of work, with coordination required between the contractor, Resident Project Representative (RPR), airport owner, and tenants. The contractor must provide airfield safety measures including barricades with lighting, Foreign Object Debris (FOD) management using approved friction mats, water trucks for dust control, and flaggers as necessary. All disturbed areas must be restored to original or better condition at contractor expense, and the contractor is responsible for any damage to existing facilities resulting from construction operations.
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LEESBURG INTERNATIONAL AIRPORT
TAXILANE REHABILITATION
NO. DATE DESCRIPTION
REVISIONS
DATE
FAA AIG NO.
AVCON PROJ NO.
APRIL 2026
3-12-0042-033-2025
2025.236.04
VICINITY MAP
N.T.S.
LOCATION MAP
N
KEY WEST
FT.PIERCE
DAYTONA BEACH
TITUSVILLE
PANAMA CITY
PENSACOLA TALLAHASSEE
JACKSONVILLE
ORLANDO
TAMPA
ST.PETERSBURG
MIAMI
LOCATION OF PROJECT
N
N.T.S.
LEESBURG, FLORIDA.
GAINESVILLE
AVCON, INC.
ENGINEERS & PLANNERS
5555 MICHIGAN STREET, ORLANDO, FL. 32822
OFFICE: (407) 599-1122
www.avconinc.com
MELBOURNE
LEESBURG, FLORIDA
PROJECT
AREA
PROFESSIONAL SEAL
BID DOCUMENTS
SHEET INDEXB3
ABBREVIATIONSA3
SEAL
GENERAL NOTES,
SHEET INDEX AND
ABBREVIATIONS
GI002
ALB
JEG
JEG
GENERAL NOTESA1
GENERAL 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. 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.
7. ALL WORK PERFORMED SHALL COMPLY WITH THE CODES, STANDARDS, REGULATIONS
AND REQUIREMENTS 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 CURRENT
EDITION OF THE FAA ADVISORY CIRCULARS, PLUS THE REGULATIONS AND ORDINANCES
OF THE VARIOUS OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE
WORK.
8. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE
CHANGES SO THAT ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO
JURISDICTIONAL AGENCIES.
9. 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.
10. "AS-BUILT" PLANS 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.
11. 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.
12. 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.
13. ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED
FROM ALL PAVED SURFACES DURING THIS CONTRACT.
14. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN PROPOSED ASPHALT MILLINGS
ACCESS ROADS AT THE APPROXIMATE LOCATION SHOWN. PROPOSED ACCESS ROAD
MATERIAL SHALL BE MADE OF ASPHALT MILLINGS OR AN APPROVED EQUIVALENT.
15. 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.
16. 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.
17. THE CITY OF LEESBURG RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE
CONTRACT AND PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND
MATERIALS.
18. THE CONTRACTOR SHALL BE AWARE THAT OTHER CONCURRENT PROJECTS MAY BE
UNDER CONSTRUCTION ON THE AIRPORT. IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE THEIR ACTIVITIES WITH THE OTHER CONTRACTORS
ON THE AIRPORT. THIS COORDINATION WILL NOT BE PAID SEPARATELY AND IS
CONSIDERED A NECESSARY AND INCIDENTAL PORTION OF THE WORK.
19. ALL ELEVATIONS REFERENCE NAVD 88 VERTICAL DATUM. COORDINATES REFERENCE
NAD 83 HORIZONTAL DATUM.
20. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM FIELD SURVEY
PERFORMED BY BOWMAN CONSULTING GROUP, LTD., INC. DATED 08-22-2025.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FAILED QUALITY
ASSURANCE TESTING.
GRADING NOTES:
1. SELECTIVE GRADING SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER. GRADING
OPERATIONS FOR PLANNED WORK IS MINIMAL HOWEVER THIS PROJECT INCLUDES A
QUANTITY OF 50 CY OF UNCLASSIFIED EXCAVATION (ITEM P-152) AND AN ADDITIONAL 50
CY OF BORROW EXCAVATION (ITEM P-152), WHICH WILL BE USED ONLY WHEN DIRECTED
BY THE ENGINEER.
2. ALL SPOIL MATERIAL WHICH IS SUITABLE FOR EMBANKMENT AND EXCESS TOPSOIL
SHALL BE DISPOSED OF ON AIRPORT PROPERTY AS SHOWN ON THE CONTRACT
DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE AIRPORT AUTHORITIES. SPOIL
MATERIAL WHICH IS NOT SUITABLE FOR EMBANKMENT SHALL BE DISPOSED OF OFF
AIRPORT.
3. EMBANKMENTS SHALL BE CONSTRUCTED WITH SUITABLE ON-SITE MATERIAL UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
4. THE LIMITS FOR SODDING ARE THE LIMITS OF GRADING SHOWN ON THE GRADING
PLANS. ALL AREAS OUTSIDE OF THE GRADING LIMITS WHICH ARE DISTURBED SHALL BE
RESTORED, WITH SOD, 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, AND 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. 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.
8. 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.
9. THE CONTRACTOR SHALL RECEIVE A TRIANGULAR IRREGULAR NETWORK (TIN)
SURFACE TO ASSIST WITH PAVING AND GRADING OPERATIONS. THE CAD FILE
CONTAINING THE TIN SURFACE SHALL CONTAIN SPOT ELEVATIONS, BREAKLINES,
VERTICAL PROFILES AND SURFACE GRADIENTS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE A FINISH SURFACE IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS. THE CONTRACTOR SHALL BE EQUIPPED WITH THE ABILITY TO
UTILIZE GPS MACHINE-CONTROL SYSTEMS TO EFFICIENTLY PERFORM PAVING AND
EARTHWORK OPERATIONS 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, FULL DEPTH".
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. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO MAINTAIN EXISTING
STORM SEWER SYSTEM IN SERVICE.
2. 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
APPROX. - APPROXIMATE
ASPH. - 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
PAV'T - 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
STA - STATION
TLOFA - TAXILANE OBJECT FREE AREA
TOFA - TAXIWAY OBJECT FREE AREA
TSA - TAXIWAY SAFETY AREA
TWY - TAXIWAY
TYP - TYPICAL
UG - UNDERGROUND
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
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LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
XR
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St an da rd
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PROFESSIONAL SEAL
CLIENT LOGO
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EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
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SHEET INDEX TABLE
SHEET
NUMBER SHEET TITLE
GI001 COVER SHEET
GI002 GENERAL NOTES, SHEET INDEX AND ABBREVIATIONS
GC101 GENERAL PLAN
GC102 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A
GC103 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA B
GC104 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA C
GC105 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA D
GC501 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS
CE101 EXISTING CONDITIONS PLAN
CE102 EXISTING CONDITIONS PLAN
CE103 EXISTING CONDITIONS PLAN
CD101 CIVIL DEMOLITION PLAN
CD102 CIVIL DEMOLITION PLAN
CD103 CIVIL DEMOLITION PLAN
CS101 GEOMETRY PLAN
CS102 GEOMETRY PLAN
CS103 GEOMETRY PLAN
CS501 GEOMETRY PLAN DETAILS
CG101 GRADING, DRAINAGE, AND SOIL EROSION CONTROL PLAN
CG102 GRADING, DRAINAGE, AND SOIL EROSION CONROL PLAN
CG103 GRADING, DRAINAGE AND SOIL EROSION CONTROL PLAN
CG301 TYPICAL SECTIONS AND DETAILS
CM101 MARKING PLAN
CM102 MARKING PLAN
CM103 MARKING PLAN
CM501 MARKING PLAN DETAILS
abroger Snapshot
TLOFA
TO
FA
TO
FA
TOFA
TOFA
TOFA
TOFA
TO
FA
TO
FA
TO
FA
TO
FA
TO
FA
TOFA
TOFA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
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R O
FA
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ROFA
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ROFZ
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TLOFA
TL
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TLOFA
TLOFA TL
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TLOFA TLOFA
TL
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TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
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FA
TO
FA
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TL
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TLOFA TLOFA
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TLO
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TL
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FA
TL
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FA
TL
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TL
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FA
TL
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FA
TL
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SHEET LEGENDA1
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
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LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
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202523604_GC_SERIES
PROFESSIONAL SEAL
CLIENT LOGO
B
ID
D O
C U
M
EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
B
C
1 2 3 4
A
B
C
1 2 3 4
TH
IS
S H
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GENERAL PLANB1
GRAPHIC SCALE (FT)
200'100'50'
NORTH
SHEET NOTESA2
EXISTING FENCE
LINE, (TYP.)
EXISTING
AIRCRAFT
PARKING
APRON
TA
XI
W
AY
B
EXISTING AIRPORT
PROPERTY LINE, (TYP.)
TA
XI
W
AY
B
RUNWAY OBJECT
FREE AREA, (TYP.)
RUNWAY OBJECT
FREE ZONE, (TYP.)
RUNWAY
SAFETY AREA,
(TYP.)
TA
XI
W
AY
B
TAXIWAY A
W
ILC
O D
R
W
ILCO
DR
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
EC
H
O D
R
ECHO
DR
EC
H
O D
R
AIRPORT BLVD AIRPORT BLVD
AIRPORT BLVD
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
EXISTING
POND
BUILDING
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
TAXIWAY B
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGARHANGAR
HANGAR
HANGAR
BUILDING
HANGAR
HANGAR
HANGAR HANGAR
BUILDING
TAXILANE (T-3)
TAXILANE( T-2)
TAXILANE (T-1)
TAXILANE (T-4)
TAXILANE (T-5)
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-5
TA
XI
LA
N
E (T
-5
TAXIWAY J
R U
N W
AY
-2
(4
7' X
AIRCRAFT
TIE-DOWN,
(TYP.)
EXISTING TREE
LINE, (TYP.)
TAXILANE
TAXILANE
TAXILANE
TAXILANE
TAXILANE OBJECT
FREE AREA, (TYP.)
TAXIWAY OBJECT
FREE AREA, (TYP.)
TAXILANE (T-1)
AIRPORT
ADMINISTRATION
BUILDING
TA
XI
W
AY
A3
GENERAL PLAN
GC101
ALB
JEG
JEG
NEW ASPHALT PAVEMENT AREA, (TYP.). SEE CS SERIES FOR
MORE INFORMATION.
TLOFA PROPOSED TAXILANE OBJECT FREE AREA, (TYP.).
1. THE PROPOSED TAXILANE REHABILITATION PROJECT SHALL HAVE A TOTAL DURATION OF
43 CALENDAR DAYS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO THE
SEQUENCING, PHASING AND SAFETY REQUIREMENTS SHOWN ON SHEETS GC101-GC501
AT ALL TIMES UNLESS STATED OTHERWISE.
2. THE PROPOSED TAXILANE REHABILITATION PROJECT GENERALLY INCLUDES, PAVEMENT
DEMOLITION, PAVING, MINOR GRADING, AND MARKING OPERATIONS ASSOCIATED WITH
THE REHABILITATION OF TAXILANES T-1, T-2, T-3, T-5 AND T-6 AS DEPICTED ABOVE. THIS
PROJECT INCLUDES BUT IS NOT LIMITED TO PAVEMENT DEMOLITION, MINOR EARTHWORK
AND GRADING OPERATIONS, MISCELLANEOUS UTILITY STRUCTURE RELOCATIONS,
ASPHALT PAVING OPERATIONS, THE CONNECTION AND EXTENSION OF ASPHALT AREAS
FOR THE PURPOSES OF TYING INTO EXISTING CONCRETE APRONS, ACCESS ROADS, AND
GRAVEL AREAS AND FINAL PAVEMENT MARKING OPERATIONS.
3. ANY FILL MATERIAL TRANSFERRED ON SITE SHALL BE STOCKPILED WITHIN THE
CONTRACTOR'S DESIGNATED STAGING AREAS AS SHOWN ON SHEETS GC102-GC105. ANY
STOCKPILE MATERIAL ON SITE SHALL NOT EXCEED 25' IN HEIGHT.
4. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND
LANDSIDE) CLEAN AND FREE OF DEBRIS. 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 EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND INCIDENTAL PORTION OF
THE WORK. THE CONTRACTOR SHALL ALSO BE REQUIRED TO HAVE AND USE A "FOD
BOSS" THROUGHOUT THE DURATION OF THE PROJECT FOR ADDED FOREIGN DEBRIS
REMOVAL AND CONTROL.
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. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH THE CITY
TO ACQUIRE A CONSTRUCTION WATER METER. PAYMENTS FOR WATER USED SHALL BE
MADE DIRECTLY TO THE OWNER. NO COMPENSATION SHALL BE MADE SPECIFICALLY FOR
WATER USAGE. THE COST FOR WATER SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE
FOR ITEM GP-80, CONSTRUCTION SAFETY PHASING PLAN.
6. IN THE EVENT THAT BARRICADING, TEMPORARY FENCING, AND PROVIDING ESCORTS ARE
INSUFFICIENT IN RESTRICTING MOVEMENT OF CONSTRUCTION VEHICLES AND
PERSONNEL TO PERMITTED CONSTRUCTION AREAS, FLAGGERS MAY BE NECESSARY. IN
SUCH EVENT, FLAGGERS SHALL BE AS REQUIRED BY THE OWNER AND FAA ADVISORY
CIRCULARS. DEPENDING ON THE EXTENT OF WORK SCHEDULED BY THE CONTRACTOR,
FLAGGERS MAY BE REQUIRED BY THE ENGINEER. THE COST FOR PROVIDING FLAGGERS
SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING PLAN.
7. ANY CONTRACTOR VEHICLES PRESENT ON THE CONSTRUCTION SITE WILL BE REQUIRED
TO HAVE THEIR VEHICLES EQUIPPED WITH RADIOS, THE APPROPRIATE VEHICLE LIGHTING,
AND VEHICLE IDENTIFYING MARKING IN ACCORDANCE WITH THE CONTRACT AND
CONSTRUCTION SAFETY AND PHASING PLAN DOCUMENT.
8. THIS PROJECT SHALL REQUIRE COORDINATION BETWEEN THE CONTRACTOR, RPR,
OWNER AND THE AIRPORT'S TENANTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONSTANTLY UPDATE THE RPR/OWNER SO THAT THE APPROPRIATE STEPS MAY TAKE
PLACE TO KEEP THE AIRPORT RUNNING SAFELY, AND EFFICIENTLY.
9. THE MAJORITY OF THIS WORK IS SCHEDULED TO TAKE PLACE FROM THE HOURS OF 7:00
PM - 7:00 AM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE CURRENT
WORK AREA AT LEAST 1 HOUR PRIOR TO LEAVING THE SITE TO ENSURE NO ADVERSE
AFFECTS OCCUR TO THE ADJACENT AIRFIELD AREAS.
10. FOR ALL NIGHTTIME CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE A NIGHTTIME
LIGHTING PLAN TO BE APPROVED BY THE ENGINEER. THE LIGHTING PLAN SHALL
ADHERE TO REQUIREMENTS SET FORTH IN FAA AIRPORT CIRCULAR 150-5370-2G.
LIGHTING EQUIPMENT SHALL BE POSITIONED CORRECTLY TO PROPERLY ILLUMINATE
THE INTENDED WORK AREA AND AVOID ANY ACTIVE AIRPORT OPERATION AREAS.
PROPOSED TAXILANE
OBJECT FREE AREA, (TYP.)
PROPOSED ASPHALT
EXTENSION TO EXISTING
CONCRETE APRON LIMITS
PROPOSED ASPHALT
EXTENSION TO EXISTING
CONCRETE DRIVEWAY
LIMITS
PROPOSED ASPHALT
EXTENSION TO
EXISTING CONCRETE
APRON LIMITS
PROPOSED TAXILANE
CENTERLINE MARKINGS, (TYP.)
PROPOSED REHABILITATION
LIMITS. SEE CD SERIES FOR
MORE INFORMATION.
PROPOSED
REHABILITATION LIMITS.
SEE CD SERIES FOR
MORE INFORMATION.
PROPOSED
REHABILITATION LIMITS.
SEE CD SERIES FOR
MORE INFORMATION.
PROPOSED
REHABILITATION LIMITS.
SEE CD SERIES FOR
MORE INFORMATION.
EXISTING AIRFIELD
ELECTRICAL VAULT,
(TYP.)
PROPOSED ASPHALT
EXTENSION TO EXISTING
GRAVEL AREA LIMITS
PROPOSED ASPHALT
EXTENSION TO EXISTING
ACCESS ROAD
PROPOSED ASPHALT
EXTENSION TO EXISTING
ASPHALT APRON LIMITS
TO
FA
TO
FA
TOFA
TOFA
TOFA
TOFA
TO
FA
TO
FA
TO
FA
TO
FA
TO
FA
TOFA
TOFA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
ROFA
E
E
R O
FZ
R O
FZ
R O
FZ
R O
FZ
R O
FZ
ROFZ
R O
FZ
TLOFA
TL
O
FA
TLOFA
TLOFA TL
O
FA
TLOFA
TLOFA TLOFA
TL
O
FA
TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TOFA
TO
FA
TO
FA
TOFA
TLOFA
SHEET NOTESA2
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
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LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
XR
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S:
x
4_
St an da rd
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_M ar ki ng s
202523604_GC_SERIES
PROFESSIONAL SEAL
CLIENT LOGO
B
ID
D O
C U
M
EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
B
C
1 2 3 4
A
B
C
1 2 3 4
TH
IS
S H
EE
T
SH
A
LL
B
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PR
IN
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D
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C O
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, S H
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TS
N O
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PR
IN
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IN
C O
LO
R
A R
E
IN
VA
LI
D
B1
GRAPHIC SCALE (FT)
200'100'50'
NORTH
LOW PROFILE BARRICADE FOR WORK
AREA A, SEE DETAIL A3/GC501 FOR
ADDITIONAL INFORMATION.
SHEET LEGENDA1
CONSTRUCTION SAFETY PHASING PLAN - WORK AREA A
EXISTING FENCE
LINE, (TYP.)
EXISTING
AIRCRAFT
PARKING
APRON
TA
XI
W
AY
B
EXISTING AIRPORT
PROPERTY LINE, (TYP.)
TA
XI
W
AY
B
RUNWAY OBJECT
FREE AREA, (TYP.)
RUNWAY OBJECT
FREE ZONE, (TYP.)
RUNWAY
SAFETY AREA,
(TYP.)
TA
XI
W
AY
B
TA
XI
W
AY
TAXIWAY A
W
ILC
O D
R
W
ILCO
DR
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
EC
H
O D
R
ECHO
DR
EC
H
O D
R
AIRPORT BLVD AIRPORT BLVD
AIRPORT BLVD
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
EXISTING
POND
BUILDING
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
TAXIWAY B
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGARHANGAR
HANGAR
HANGAR
BUILDING
HANGAR
HANGAR
HANGAR HANGAR
BUILDING
TAXIWAY J
R U
N W
AY
-2
(4
7' X
EXISTING TREE
LINE, (TYP.)
TAXILANE
TAXILANE
TAXILANE
TAXILANE
TAXIWAY OBJECT
FREE AREA, (TYP.)
TAXILANE (T-3)
TAXILANE( T-2)
TAXILANE (T-1)
TAXILANE (T-4)
TAXILANE (T-5)
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-5
TA
XI
LA
N
E (T
-5
TAXILANE (T-1)
TAXILANE OBJECT
FREE AREA, (TYP.)
WORK AREA A1 BOUNDARY,
(TYP.)
AIRPORT
ADMINISTRATION
BUILDING
AIRCRAFT
TIE-DOWN,
(TYP.)
CONTRACTOR ACCESS
ROUTE, (TYP.)
CONTRACTOR ACCESS
SHALL BE THROUGH AN
EXISTING AUTOMATIC
SWING GATE.
A3
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA A
GC102
ALB
JEG
JEG
WORK AREA A2 BOUNDARY,
(TYP.)
WORK AREA A3 BOUNDARY,
(TYP.)
WORK AREA A4 BOUNDARY,
(TYP.)
AIRCRAFT TAXI ROUTES,
(TYP.). FOR WORK
AREAS A1, A2, AND A3.
SEE DETAIL A2, THIS
SHEET FOR MORE
INFORMATION ON
AVAILABLE AIRCRAFT
TAXI ROUTES.
1. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL
TIMES.
2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT
ALL TIMES.
3. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ENTER ANY ACTIVE PORTION OF THE
AIRFIELD WITHOUT PRIOR COORDINATION WITH THE ENGINEER, RPR, AND OWNER.
UNAUTHORIZED ACCESS TO ACTIVE AOA AREAS MAY RESULT IN PERMANENT EXPULSION
FROM THE AIRPORT.
4. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED
ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING
AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS.
5. WORK IN WORK AREA A SHALL BE SEPARATED INTO FOUR SEPARATE WORK AREAS. WORK
IN WORK AREA A1 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS, WORK IN
WORK AREA A2 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS, WORK IN WORK
AREA A3 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS AND WORK IN WORK
AREA A4 SHALL BE LIMITED TO 1 CALENDAR DAY. WORK CONDUCTED IN WORK AREAS A1,
A2, A3 AND A4 SHALL BE SCHEDULED AND COORDINATED BETWEEN THE CONTRACTOR,
ENGINEER OF RECORD, AND THE OWNER. THE CONTRACTOR WILL NOT BE PERMITTED TO
COMPLETE THE SUBSEQUENT SUB-WORK AREA PRIOR TO COMPLETING THE CURRENT
SUB-WORK AREA STARTING WITH WORK AREA A1.
6. WORK AREA A SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO
PAVEMENT REMOVAL, ASPHALT MILLING, MINOR GRADING, PAVING OPERATIONS, MINOR
UTILITY RELOCATIONS AND AIRFIELD PAVEMENT MARKINGS OPERATIONS.
7. CONTRACTOR'S PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY
CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED CONTRACTOR
VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN THE AOA OR THE ACTIVE
WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.
8. ANY FILL OR BASE MATERIAL TRANSFERRED ON SITE SHALL BE STOCKPILED WITHIN THE
CONTRACTOR'S DESIGNATED STAGING AREAS AS SHOWN ON THIS SHEET. ANY MATERIAL
STOCKPILE ON SITE SHALL NOT EXCEED 25' IN HEIGHT.
9. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND
APPROVED BY THE RPR. ADDITIONAL BARRICADES SHALL BE MADE AVAILABLE FOR USE
FOR ADDED SAFETY MEASURES, AS NECESSARY.
10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE CONTINUALLY
SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT ACTIVE AIRFIELD
PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION DEBRIS, DUST, OR FOD.
SELECTIVE SWEEPING AND AIRFIELD PAVEMENT MAINTENANCE MAY BE DIRECTED BY THE
RPR AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING
PLAN.
11. CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES AT THE
END OF EACH DAY WHICH SHALL INCLUDE UTILIZATION OF THE FOD-RAZOR FRICTION MAT,
OR APPROVED EQUIVALENT. THE NUMBER OF PASSES AND AREAS TO BE MAINTAINED
USING THE FOD-RAZOR FRICTION MAT SHALL BE AT THE DISCRETION OF THE RPR. NO
ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE FOR USE OF THE FOD-RAZOR
FRICTION MAT AS IT IS INCIDENTAL TO ITEM GP-80, CONSTRUCTION AND SAFETY PHASING
PLAN.
12. DURING WORK WITHIN WORK AREA A1, TAXILANE T- 3 SHALL BE CLOSED AND TAXILANE 1
SHALL BE PARTIALLY CLOSED. THE CONTRACTOR SHALL POSITION FLAG PERSONNEL AS
NECESSARY TO ACCOMMODATE AIRCRAFT TAXIING VIA TAXILANE T-2 AND TAXILANE T-1
EAST TO TAXILANES T-5 AND T-6 AND TO FACILITATE SAFE AND EFFICIENT CONTRACTOR
ACCESS TO THE RESPECTIVE WORK AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT
AT LEAST 72 HOURS PRIOR TO THE BEGINNING OF WORK AREA A1.
13. DURING WORK WITHIN WORK AREA A2 TAXILANE T-2 SHALL BE CLOSED. THE
CONTRACTOR SHALL POSITION AND USE FLAG PERSONNEL AS NECESSARY TO
ACCOMMODATE AIRCRAFT TAXIING VIA TAXILANES T-1 AND T-3 EAST TO TAXILANES T-5
AND T-6 AND TO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO THE
RESPECTIVE WORK AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72
HOURS PRIOR TO THE BEGINNING OF WORK AREA A2.
14. DURING WORK WITHIN WORK AREA A3, TAXILANE T-1 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION AND USE FLAG PERSONNEL AS NECESSARY TO
ACCOMMODATE AIRCRAFT TAXIING VIA TAXILANE T-2 AND T-3 EAST TO TAXILANES T-5 AND
T-6 AND TO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO THE RESPECTIVE
WORK AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR
TO THE BEGINNING OF WORK AREA A3.
15. DURING WORK WITHIN WORK AREA A4 TAXILANES T-2, AND T-3 SHALL BE CLOSED, WHILE
TAXILANE T-1 SHALL BE PARTIALLY CLOSED. THE CONTRACTOR SHALL NOTIFY THE
AIRPORT AT LEAST ONE WEEK PRIOR TO THE BEGINNING OF WORK AREA A4.
CONTRACTOR STAGING, LAY-DOWN,
STORAGE, AND PARKING AREA,
(TYP.)
SEE SHEET NOTE 12,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 13,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 14,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 165,
DETAIL A2, THIS SHEET.
EXISTING
AIRFIELD
ELECTRICAL
VAULT
ALTERNATE ACCESS #1
CONTRACTOR ACCESS SHALL
BE THROUGH AN EXISTING
AUTOMATIC CANTILEVER GATE.
TO
FA
TO
FA
TOFA
TOFA
TOFA
TOFA
TO
FA
TO
FA
TO
FA
TO
FA
TO
FA
TOFA
TOFA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
ROFA
E
E
R O
FZ
R O
FZ
R O
FZ
R O
FZ
R O
FZ
ROFZ
R O
FZ
TLOFA
TL
O
FA
TLOFA
TLOFA TL
O
FA
TLOFA
TLOFA TLOFA
TL
O
FA
TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TOFA
TO
FA
TO
FA
TOFA
TLOFA
A1
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
V:
\2
5\
.2
.0
- L
EE
T ax ila ne
R eh ab \2
5.
6.
C
AD
D \2
_G C
_S er ie s.
dw g
4/
/2
3:
P
M
LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
XR
EF
S:
x
4_
St an da rd
_t b x2
_E xB as em ap x
4_
C
SP
P x2
_P ro pG eo m et ry
_V x2
_M ar ki ng s
202523604_GC_SERIES
PROFESSIONAL SEAL
CLIENT LOGO
B
ID
D O
C U
M
EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
B
C
1 2 3 4
A
B
C
1 2 3 4
TH
IS
S H
EE
T
SH
A
LL
B
E
PR
IN
TE
D
IN
C O
LO
R
, S H
EE
TS
N O
T
PR
IN
TE
D
IN
C O
LO
R
A R
E
IN
VA
LI
D
B1
GRAPHIC SCALE (FT)
200'100'50'
NORTH
SHEET NOTESA2SHEET LEGENDA1
CONSTRUCTION SAFETY PHASING PLAN - WORK AREA B
EXISTING FENCE
LINE, (TYP.)
EXISTING
AIRCRAFT
PARKING
APRON
TA
XI
W
AY
B
EXISTING AIRPORT
PROPERTY LINE, (TYP.)
TA
XI
W
AY
B
RUNWAY OBJECT
FREE AREA, (TYP.)
RUNWAY OBJECT
FREE ZONE, (TYP.)
RUNWAY
SAFETY AREA,
(TYP.)
TA
XI
W
AY
B
TAXIWAY A
W
ILC
O D
R
W
ILCO
DR
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
EC
H
O D
R
ECHO
DR
EC
H
O D
R
AIRPORT BLVD AIRPORT BLVD
AIRPORT BLVD
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
EXISTING
POND
BUILDING
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
TAXIWAY B
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGARHANGAR
HANGAR
HANGAR
BUILDING
HANGAR
HANGAR
HANGAR HANGAR
BUILDING
TAXIWAY J
R U
N W
AY
-2
(4
7' X
EXISTING TREE
LINE, (TYP.)
TAXILANE
TAXILANE
TAXILANE
TAXILANE
TAXIWAY OBJECT
FREE AREA, (TYP.)
TAXILANE (T-3)
TAXILANE( T-2)
TAXILANE (T-1)
TAXILANE (T-4)
TAXILANE (T-5)
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-5
TA
XI
LA
N
E (T
-5
TAXILANE (T-1)
TAXILANE OBJECT
FREE AREA, (TYP.)
AIRPORT
ADMINISTRATION
BUILDING
AIRCRAFT
TIE-DOWN,
(TYP.)
CONTRACTOR ACCESS
SHALL BE THROUGH AN
EXISTING AUTOMATIC
SWING GATE.
TA
XI
W
AY
A3
PROPOSED TAXILANE
PAVEMENT (TYP.). SEE
CS SERIES FOR MORE
INFORMATION.
PROPOSED TAXILANE
CENTERLINE MARKING,
(TYP.). SEE CS SERIES
FOR MORE
INFORMATION.
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA B
GC103
ALB
JEG
JEG
LOW PROFILE BARRICADE FOR WORK
AREA B, SEE DETAIL A3/GC501 FOR
ADDITIONAL INFORMATION.
WORK AREA B1 BOUNDARY,
(TYP.)
CONTRACTOR ACCESS
ROUTE, (TYP.)
WORK AREA B2 BOUNDARY,
(TYP.)
WORK AREA B3 BOUNDARY,
(TYP.)
WORK AREA B4 BOUNDARY,
(TYP.)
AIRCRAFT TAXI
ROUTES, (TYP.). FOR
WORK AREAS B1, B2,
B3 AND B4. SEE DETAIL
A2, THIS SHEET FOR
MORE INFORMATION
ON AVAILABLE
AIRCRAFT TAXI
ROUTES.
FLAG PERSON
LOCATION, (TYP.)
1. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL
TIMES.
2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT
ALL TIMES.
3. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ENTER ANY ACTIVE PORTION OF THE
AIRFIELD WITHOUT PRIOR COORDINATION WITH THE ENGINEER, RPR, AND OWNER.
UNAUTHORIZED ACCESS TO ACTIVE AOA AREAS MAY RESULT IN PERMANENT EXPULSION
FROM THE AIRPORT.
4. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED
ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING
AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS.
5. WORK IN WORK AREA B SHALL BE SEPARATED INTO FOUR SEPARATE WORK AREAS. WORK
IN WORK AREA B1 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS, WORK IN
WORK AREA B2 SHALL BE LIMITED TO 1 CONSECUTIVE CALENDAR DAY, WORK IN WORK
AREA B3 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS AND WORK IN WORK
AREA B4 SHALL BE LIMITED TO 5 CALENDAR DAYS. WORK CONDUCTED IN WORK AREAS
B1, B2, B3 AND B4 SHALL BE SCHEDULED AND COORDINATED BETWEEN THE CONTRACTOR,
ENGINEER OF RECORD, AND THE OWNER. THE CONTRACTOR WILL NOT BE PERMITTED TO
COMPLETE THE SUBSEQUENT SUB-WORK AREA PRIOR TO COMPLETING THE CURRENT
SUB-WORK AREA STARTING WITH WORK AREA B1.
6. WORK AREA B SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO
PAVEMENT REMOVAL, ASPHALT MILLING, MINOR GRADING, PAVING OPERATIONS, AND
AIRFIELD PAVEMENT MARKINGS OPERATIONS.
7. CONTRACTOR'S PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY
CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED CONTRACTOR
VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN THE AOA OR THE ACTIVE
WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.
8. ANY FILL OR BASE MATERIAL TRANSFERRED ON SITE SHALL BE STOCKPILED WITHIN THE
CONTRACTOR'S DESIGNATED STAGING AREAS AS SHOWN ON THIS SHEET. ANY MATERIAL
STOCKPILE ON SITE SHALL NOT EXCEED 25' IN HEIGHT.
9. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND
APPROVED BY THE RPR. ADDITIONAL BARRICADES SHALL BE MADE AVAILABLE FOR USE
FOR ADDED SAFETY MEASURES, AS NECESSARY.
10. CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES AT THE
END OF EACH DAY WHICH SHALL INCLUDE UTILIZATION OF THE FOD-RAZOR FRICTION MAT,
OR APPROVED EQUIVALENT. THE NUMBER OF PASSES AND AREAS TO BE MAINTAINED
USING THE FOD-RAZOR FRICTION MAT SHALL BE AT THE DISCRETION OF THE RPR. NO
ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE FOR USE OF THE FOD-RAZOR
FRICTION MAT AND SHALL BE CONSIDERED INCIDENTAL TO ITEM GP-80, CONSTRUCTION
AND SAFETY PHASING PLAN COMPLIANCE.
11. DURING WORK WITHIN WORK AREA B1, TAXILANE T- 6 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION FLAG PERSONNEL AS NECESSARY TO ACCOMMODATE
AIRCRAFT TAXIING VIA TAXILANES T-1, T-2 AND TAXILANE T-3 EAST TO TAXILANE T-5 AND
AND TO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO THE RESPECTIVE
WORK AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR
TO THE BEGINNING OF WORK AREA B1.
12. DURING WORK WITHIN WORK AREA B2, TAXILANE T-6 SHALL BE PARTIALLY CLOSED.
ADDITIONALLY THE CONTRACTOR TAKE THE NECESSARY PRECAUTIONS TO CLOSE THE
INTERSECTION OF AIRPORT BOULEVARD AND TAXILANE T-6 IN ACCORDANCE WITH THE
STANDARDS SET FORTH BY THE FDOT TEMPROARY TRAFFIC CONTROL (MAINTENANCE OF
TRAFFIC HANDBOOK (CURRENT EDITION). THE CONTRACTOR SHALL POSITION FLAG
PERSONNEL AS NECESSARY TO ACCOMMODATE AIRCRAFT TAXIING VIA TAXILANES T-1,
T-2, AND TAXILANE T-3 EAST TO TAXILANE T-5 AND TO FACILITATE SAFE AND EFFICIENT
CONTRACTOR ACCESS TO THE RESPECTIVE WORK AREA. THE CONTRACTOR SHALL
NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR TO THE BEGINNING OF WORK AREA B2.
13. DURING WORK WITHIN WORK AREA B3, TAXILANE T-6 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION FLAG PERSONNEL AS NECESSARY TO ACCOMMODATE
AIRCRAFT TAXIING VIA TAXILANES T-1, T-2, AND TAXILANE T-3 EAST TO TAXILANE T-5 AND
TO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO THE RESPECTIVE WORK
AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR TO THE
BEGINNING OF WORK AREA B3.
14. DURING WORK WITHIN WORK AREA B4 TAXILANE T-6 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION FLAG PERSONNEL AS NECESSARY TO ACCOMMODATE
AIRCRAFT TAXIING VIA TAXILANES T-1, T-2, AND TAXILANE T-3 EAST TO TAXILANE T-5 AS
WELL AS AIRCRAFT TRAVELING NORTH ON TAXILANE T-6 AND THEN EAST ON TAXILANE
T-1, HEADING TO TAXILANE T-5 TO ENTER THE AIRCRAFT PARKING APRON. THE
DESIGNATED FLAG PERSONNEL SHALL ALSO FACILITATE SAFE AND EFFICIENT
CONTRACTOR ACCESS TO THE RESPECTIVE WORK AREA. THE CONTRACTOR SHALL
NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR TO THE BEGINNING OF WORK AREA B4.
CONTRACTOR STAGING, LAY-DOWN,
STORAGE, AND PARKING AREA,
(TYP.)
SEE SHEET NOTE 11,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 12,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 13,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 14,
DETAIL A2, THIS SHEET.
EXISTING
AIRFIELD
ELECTRICAL
VAULT
ALTERNATE ACCESS #1
CONTRACTOR ACCESS SHALL
BE THROUGH AN EXISTING
AUTOMATIC CANTILEVER GATE.
TO
FA
TO
FA
TOFA
TOFA
TOFA
TOFA
TO
FA
TO
FA
TO
FA
TO
FA
TO
FA
TOFA
TOFA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
ROFA
E
E
R O
FZ
R O
FZ
R O
FZ
R O
FZ
R O
FZ
ROFZ
R O
FZ
TLOFA
TL
O
FA
TLOFA
TLOFA TL
O
FA
TLOFA
TLOFA TLOFA
TL
O
FA
TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TOFA
TO
FA
TO
FA
TOFA
III IIIIII
III
TLOFA
TL
O
FA
TL
O
FA
TLOFA TLOFA
TLOFA TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TLO
FA
TL
O
FA
TL
O
FA
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
V:
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6.
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P
M
LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
XR
EF
S:
x
4_
St an da rd
_t b x2
_E xB as em ap x
4_
C
SP
P x2
_P ro pG eo m et ry
_V x2
_M ar ki ng s
202523604_GC_SERIES
PROFESSIONAL SEAL
CLIENT LOGO
B
ID
D O
C U
M
EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
B
C
1 2 3 4
A
B
C
1 2 3 4
TH
IS
S H
EE
T
SH
A
LL
B
E
PR
IN
TE
D
IN
C O
LO
R
, S H
EE
TS
N O
T
PR
IN
TE
D
IN
C O
LO
R
A R
E
IN
VA
LI
D
B1
GRAPHIC SCALE (FT)
200'100'50'
NORTH
SHEET NOTESA2SHEET LEGENDA1
CONSTRUCTION SAFETY PHASING PLAN - WORK AREA C
EXISTING FENCE
LINE, (TYP.)
EXISTING
AIRCRAFT
PARKING
APRON
TA
XI
W
AY
B
EXISTING AIRPORT
PROPERTY LINE, (TYP.)
TA
XI
W
AY
B
RUNWAY OBJECT
FREE AREA, (TYP.)
RUNWAY OBJECT
FREE ZONE, (TYP.)
RUNWAY
SAFETY AREA,
(TYP.)
TA
XI
W
AY
B
TAXIWAY A
W
ILC
O D
R
W
ILCO
DR
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
EC
H
O D
R
ECHO
DR
EC
H
O D
R
AIRPORT BLVD AIRPORT BLVD
AIRPORT BLVD
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
EXISTING
POND
BUILDING
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
TAXIWAY B
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGARHANGAR
HANGAR
HANGAR
BUILDING
HANGAR
HANGAR
HANGAR HANGAR
BUILDING
TAXIWAY J
R U
N W
AY
-2
(4
7' X
EXISTING TREE
LINE, (TYP.)
TAXILANE
TAXILANE
TAXILANE
TAXILANE
TAXIWAY OBJECT
FREE AREA, (TYP.)
TAXILANE (T-3)
TAXILANE( T-2)
TAXILANE (T-1)
TAXILANE (T-4)
TAXILANE (T-5)
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-5
TA
XI
LA
N
E (T
-5
TAXILANE (T-1)
TAXILANE OBJECT
FREE AREA, (TYP.)
AIRPORT
ADMINISTRATION
BUILDING
AIRCRAFT
TIE-DOWN,
(TYP.)
CONTRACTOR ACCESS
SHALL BE THROUGH AN
EXISTING AUTOMATIC
SWING GATE.
TA
XI
W
AY
A3
PROPOSED TAXILANE
PAVEMENT (TYP.). SEE
CS SERIES FOR MORE
INFORMATION.
PROPOSED TAXILANE
CENTERLINE MARKING,
(TYP.). SEE CS SERIES
FOR MORE
INFORMATION.
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA C
GC104
ALB
JEG
JEG
1. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL
TIMES.
2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT
ALL TIMES.
3. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ENTER ANY ACTIVE PORTION OF THE
AIRFIELD WITHOUT PRIOR COORDINATION WITH THE ENGINEER, RPR, AND OWNER.
UNAUTHORIZED ACCESS TO ACTIVE AOA AREAS MAY RESULT IN PERMANENT EXPULSION
FROM THE AIRPORT.
4. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED
ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING
AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS.
5. WORK IN WORK AREA C SHALL BE SEPARATED INTO TWO SEPARATE WORK AREAS. WORK
IN WORK AREA C1 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS, AND WORK IN
WORK AREA C2 SHALL BE LIMITED TO 5 CONSECUTIVE CALENDAR DAYS. WORK
CONDUCTED IN WORK AREAS C1, AND C2 SHALL BE SCHEDULED AND COORDINATED
BETWEEN THE CONTRACTOR, ENGINEER OF RECORD, AND THE OWNER. THE
CONTRACTOR WILL NOT BE PERMITTED TO COMPLETE THE SUBSEQUENT SUB-WORK
AREA PRIOR TO COMPLETING THE CURRENT SUB-WORK AREA STARTING WITH WORK
AREA C1.
6. WORK AREA C SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO
PAVEMENT REMOVAL, ASPHALT MILLING, MINOR GRADING, PAVING OPERATIONS, MINOR
UTILITY RELOCATIONS AND AIRFIELD PAVEMENT MARKINGS OPERATIONS.
7. CONTRACTOR'S PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY
CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED CONTRACTOR
VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN THE AOA OR THE ACTIVE
WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.
8. ANY FILL OR BASE MATERIAL TRANSFERRED ON SITE SHALL BE STOCKPILED WITHIN THE
CONTRACTOR'S DESIGNATED STAGING AREAS AS SHOWN ON THIS SHEET. ANY MATERIAL
STOCKPILE ON SITE SHALL NOT EXCEED 25' IN HEIGHT.
9. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND
APPROVED BY THE RPR. ADDITIONAL BARRICADES SHALL BE MADE AVAILABLE FOR USE
FOR ADDED SAFETY MEASURES, AS NECESSARY.
10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE CONTINUALLY
SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT ACTIVE AIRFIELD
PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION DEBRIS, DUST, OR FOD.
SELECTIVE SWEEPING AND AIRFIELD PAVEMENT MAINTENANCE MAY BE DIRECTED BY THE
RPR AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING
PLAN.
11. CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES AT THE
END OF EACH DAY WHICH SHALL INCLUDE UTILIZATION OF THE FOD-RAZOR FRICTION MAT,
OR APPROVED EQUIVALENT. THE NUMBER OF PASSES AND AREAS TO BE MAINTAINED
USING THE FOD-RAZOR FRICTION MAT SHALL BE AT THE DISCRETION OF THE RPR. NO
ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE FOR USE OF THE FOD-RAZOR
FRICTION MAT AND SHALL BE CONSIDERED INCIDENTAL TO ITEM GP-80, CONSTRUCTION
AND SAFETY PHASING PLAN.
12. DURING WORK WITHIN WORK AREA C1, TAXILANE T-5 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION FLAG PERSONNEL AS NECESSARY TO ACCOMMODATE
AIRCRAFT TAXIING VIA TAXILANES T-1, T-2, AND TAXILANE T-3 EAST TO TAXILANE T-6 AND
TO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO THE RESPECTIVE WORK
AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR TO THE
BEGINNING OF WORK AREA C1.
13. DURING WORK WITHIN WORK AREA C2, TAXILANE T-5 SHALL BE PARTIALLY CLOSED. THE
CONTRACTOR SHALL POSITION FLAG PERSONNEL AS NECESSARY TO ACCOMMODATE
AIRCRAFT TAXIING VIA TAXILANES T-1, T-2, AND TAXILANE T-3 EAST TO TAXILANE T-5 AS
WELL AS AIRCRAFT TAXIING VIA TAXILANE T-5 NORTH OF WORK AREA C2, HEADING WEST
ON TAXILANE T-1 AND SOUTH ON TAXILANE T-5. THE DESIGNATED FLAG PERSONNEL
SHALL ALSO FACILITATE SAFE AND EFFICIENT CONTRACTOR ACCESS TO RESPECTIVE
WORK AREA. THE CONTRACTOR SHALL NOTIFY THE AIRPORT AT LEAST 72 HOURS PRIOR
TO THE BEGINNING OF WORK AREA C2.LOW PROFILE BARRICADE FOR
WORK AREA C, SEE DETAIL
A3/GC501 FOR ADDITIONAL
INFORMATION.
WORK AREA C1 BOUNDARY,
(TYP.)
CONTRACTOR ACCESS
ROUTE, (TYP.)
WORK AREA C2 BOUNDARY,
(TYP.)
CONTRACTOR STAGING,
LAY-DOWN, STORAGE, AND
PARKING AREA,
(TYP.)
AIRCRAFT TAXI
ROUTES, (TYP.). FOR
WORK AREAS C1, AND
C2. SEE DETAIL A2,
THIS SHEET FOR MORE
INFORMATION ON
AVAILABLE AIRCRAFT
TAXI ROUTES.
SEE SHEET NOTE 12,
DETAIL A2, THIS SHEET.
SEE SHEET NOTE 13,
DETAIL A2, THIS SHEET.
FLAG PERSON
LOCATION, (TYP.)
EXISTING
AIRFIELD
ELECTRICAL
VAULT
ALTERNATE ACCESS #1
CONTRACTOR ACCESS SHALL
BE THROUGH AN EXISTING
AUTOMATIC CANTILEVER GATE.
PROPOSED ASPHALT
EXTENSION TO EXISTING
CONCRETE APRON LIMITS
PROPOSED ASPHALT
EXTENSION TO EXISTING
CONCRETE DRIVEWAY
LIMITS
PROPOSED ASPHALT
EXTENSION TO
EXISTING GRAVEL
AREA LIMITS
PROPOSED ASPHALT
TO
FA
TO
FA
TOFA
TOFA
TOFA
TOFA
TO
FA
TO
FA
TO
FA
TO
FA
TO
FA
TOFA
TOFA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
R O
FA
ROFA
E
E
R O
FZ
R O
FZ
R O
FZ
R O
FZ
R O
FZ
ROFZ
R O
FZ
TLOFA
TL
O
FA
TLOFA
TLOFA TL
O
FA
TLOFA
TLOFA TLOFA
TL
O
FA
TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TOFA
TO
FA
TO
FA
TOFA
III IIIIII
III
TLOFA
TL
O
FA
TL
O
FA
TLOFA TLOFA
TLOFA TLOFA
TLOFA
TLOFA
TLOFA
TLOFA
TLO
FA
TL
O
FA
TL
O
FA
TL
O
FA
TL
O
FA
TL
O
FA
TL
O
FA
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
V:
\2
5\
.2
.0
- L
EE
T ax ila ne
R eh ab \2
5.
6.
C
AD
D \2
_G C
_S er ie s.
dw g
4/
/2
3:
P
M
LEESBURG INTERNATIONAL
AIRPORT
LEESBURG, FLORIDA
TAXILANE
REHABILITATION
XR
EF
S:
x
4_
St an da rd
_t b x2
_E xB as em ap x
4_
C
SP
P x2
_P ro pG eo m et ry
_V x2
_M ar ki ng s
202523604_GC_SERIES
PROFESSIONAL SEAL
CLIENT LOGO
B
ID
D O
C U
M
EN
TS CADD:
AVCON PROJECT NO.
FAA AIP NO. 3-12-0042-033-2025
2025.236.04
DRAWING
DATE:
APPROVED BY:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
APRIL 2026
ALB
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
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
This item has been digitally signed and sealed by:
A
B
C
1 2 3 4
A
B
C
1 2 3 4
TH
IS
S H
EE
T
SH
A
LL
B
E
PR
IN
TE
D
IN
C O
LO
R
, S H
EE
TS
N O
T
PR
IN
TE
D
IN
C O
LO
R
A R
E
IN
VA
LI
D
B1
GRAPHIC SCALE (FT)
200'100'50'
NORTH
SHEET NOTESA2SHEET LEGENDA1
CONSTRUCTION SAFETY PHASING PLAN - WORK AREA D
EXISTING FENCE
LINE, (TYP.)
EXISTING
AIRCRAFT
PARKING
APRON
TA
XI
W
AY
B
EXISTING AIRPORT
PROPERTY LINE, (TYP.)
TA
XI
W
AY
B
RUNWAY OBJECT
FREE AREA, (TYP.)
RUNWAY OBJECT
FREE ZONE, (TYP.)
RUNWAY
SAFETY AREA,
(TYP.)
TA
XI
W
AY
B
TAXIWAY A
W
ILC
O D
R
W
ILCO
DR
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
US HWY 441
EC
H
O D
R
ECHO
DR
EC
H
O D
R
AIRPORT BLVD AIRPORT BLVD
AIRPORT BLVD
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
EXISTING
POND
BUILDING
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
TAXIWAY B
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGARHANGAR
HANGAR
HANGAR
BUILDING
HANGAR
HANGAR
HANGAR HANGAR
BUILDING
TAXIWAY J
R U
N W
AY
-2
(4
7' X
EXISTING TREE
LINE, (TYP.)
TAXILANE
TAXILANE
TAXILANE
TAXILANE
TAXIWAY OBJECT
FREE AREA, (TYP.)
TAXILANE (T-3)
TAXILANE( T-2)
TAXILANE (T-1)
TAXILANE (T-4)
TAXILANE (T-5)
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-6
TA
XI
LA
N
E (T
-5
TAXILANE (T-1)
TAXILANE OBJECT
FREE AREA, (TYP.)
AIRPORT
ADMINISTRATION
BUILDING
AIRCRAFT
TIE-DOWN,
(TYP.)
CONTRACTOR ACCESS
SHALL BE THROUGH AN
EXISTING AUTOMATIC
SWING GATE.
TA
XI
W
AY
A3
PROPOSED TAXILANE
PAVEMENT (TYP.). SEE
CS SERIES FOR MORE
INFORMATION.
PROPOSED TAXILANE
CENTERLINE MARKING,
(TYP.). SEE CS SERIES
FOR MORE
INFORMATION.
CONSTRUCTION
SAFETY AND
PHASING PLAN -
WORK AREA D
GC105
ALB
JEG
JEG
1. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL
TIMES.
2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT
ALL TIMES.
3. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ENTER ANY ACTIVE PORTION OF THE
AIRFIELD WITHOUT PRIOR COORDINATION WITH THE ENGINEER, RPR, AND OWNER.
UNAUTHORIZED ACCESS TO ACTIVE AOA AREAS MAY RESULT IN PERMANENT EXPULSION
FROM THE AIRPORT.
4. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED
ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING
AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS.
5. WORK AREA D SHALL BE LIMITED TO 1 CALENDAR DAY. WORK CONDUCTED IN WORK
AREA D SHALL BE SCHEDULED AND COORDINATED BETWEEN THE CONTRACTOR,
ENGINEER OF RECORD, AND THE OWNER.
6. WORK AREA C SHALL CONSIST OF ALL CIVIL SCOPE INCLUDING BUT NOT LIMITED TO
AIRFIELD PAVEMENT MARKINGS OPERATIONS. THE CONTRACTOR SHALL COORDINATE
WORK WITH THE ENGINEER, AIRPORT AND OWNER AS NECESSARY TO FACILITATE SAFE
AND EFFICIENT PAVEMENT MARKING OPERATIONS. PAVEMENT MARKING OPERATIONS
SHALL TAKE PLACE ONLY AFTER THE FINAL ASPHALT PLACEMENT HAS CURED FOR PERIOD
OF 30 DAYS.
7. THE CONTRACTOR SHALL NOT BE PERMITTED TO BEGIN WORK IN SUBSEQUENT WORK
AREAS UNTIL ALL WORK WITHIN WORK AREA C IS SUBSTANTIALLY COMPLETED AND
APPROVED BY THE RPR AND OWNER. FOD CHECKS AND LIGHT CHECKS SHALL BE
COMPLETED PRIOR TO COMPLETING A WORK AREA AND TURNING BACK OVER TO THE
OWNER AND ATCT FOR AIRCRAFT USE.
8. CONTRACTOR'S PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY
CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED CONTRACTOR
VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN THE AOA OR THE ACTIVE
WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.
9. ANY FILL OR BASE MATERIAL TRANSFERRED ON SITE SHALL BE STOCKPILED WITHIN THE
CONTRACTOR'S DESIGNATED STAGING AREAS AS SHOWN ON THIS SHEET. ANY MATERIAL
STOCKPILE ON SITE SHALL NOT EXCEED 25' IN HEIGHT.
10. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND
APPROVED BY THE RPR. ADDITIONAL BARRICADES SHALL BE MADE AVAILABLE FOR USE
FOR ADDED SAFETY MEASURES, AS NECESSARY. BARRICADES SHALL BE WATER FILLED
OR WEIGHTED IN A MANNER ACCEPTABLE TO THE OWNER OR RPR. 2 LIGHTS PER
BARRICADE SHALL BE REQUIRED, WITHOUT EXCEPTION, AND MAXIMUM SPACING BETWEEN
BARRICADES SHALL NOT EXCEED THE LENGTH OF 1 FULL BARRICADE.
11. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE CONTINUALLY
SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT ACTIVE AIRFIELD
PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION DEBRIS, DUST, OR FOD.
SELECTIVE SWEEPING AND AIRFIELD PAVEMENT MAINTENANCE MAY BE DIRECTED BY THE
RPR AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING
PLAN.
12. CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES AT THE
END OF EACH DAY WHICH SHALL INCLUDE UTILIZATION OF THE FOD-RAZOR FRICTION MAT,
OR APPROVED EQUIVALENT. THE NUMBER OF PASSES AND AREAS TO BE MAINTAINED
USING THE FOD-RAZOR FRICTION MAT SHALL BE AT THE DISCRETION OF THE RPR. NO
ADDITIONAL MEASUREMENT OR PAYMENT SHALL BE MADE FOR USE OF THE FOD-RAZOR
FRICTION MAT AND SHALL BE CONSIDERED INCIDENTAL TO ITEM GP-80, CONSTRUCTION
AND SAFETY PHASING PLAN…
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