IFB_2501401_ATTACHMENT_B_-_Project_Plans-FINAL.pdf

LEESBURG INTERNATIONAL AIRPORT

TAXIWAY A1, A3, & D RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

NO. DATE DESCRIPTION

REVISIONS

DATE

FDOT PTGA NO.

FAA AIG NO.

AVCON PROJ NO.

JUNE 2024

XXXXX-X-XX-X

3-12-0042-032-2024 2024.236.03

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

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

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

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2423603002G002

PROFESSIONAL SEAL

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CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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:

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SHEET INDEXA1 ABBREVIATIONSA4

SEAL

SHEET INDEX,

GENERAL NOTES

AND

ABBREVIATIONS

G002

DJN

KNM

KNM

GENERAL NOTESA2

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

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

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMITS AND

INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND

THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO

CONSTRUCTION, AND SCHEDULE INSPECTIONS AND TESTING ACCORDING TO AGENCY

REQUIREMENTS.

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

REQUIREMENTS OF THE 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.

9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED

ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE

INSTALLATION COULD RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S

EXPENSE. THE ENGINEER'S REVIEW OF THE SHOP DRAWINGS IS FOR CONFORMITY WITH

THE CONTRACT DOCUMENTS AND DOES NOT INCLUDE IN-DEPTH CHECK FOR THE ABILITY

OF THE CONTRACTOR TO PERFORM THE WORK IN A SAFE OR EFFICIENT MANNER. THE

ENGINEER'S REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF

RESPONSIBILITY FOR DIMENSIONAL ACCURACY TO ENSURE FIELD FIT AND CONFORMITY OF

THE VARIOUS COMPONENTS AND DETAILS.

10. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE CHANGES

SO THAT ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO JURISDICTIONAL

AGENCIES.

11. 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.

12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY FOR DEWATERING. DISCHARGE

WATER FROM DEWATERING SHALL BE CLEAR WITH NO VISIBLE SOIL PARTICLES.

DISCHARGE WATER FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT

IT WILL NOT INTERFERE WITH THE NORMAL DRAINAGE OF THE AREA IN WHICH THE WORK IS

BEING PERFORMED, OR CREATE PONDING. THE OPERATION SHALL NOT CAUSE ANY

DAMAGE TO ANY PORTION OF THE WORK COMPLETED, OR IN PROGRESS. THE DEWATERING

OPERATION SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE REGULATORY

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

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

13. "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.

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

QUANTITIES. PLAN PIPE LENGTHS ARE MEASURED FROM CONNECTION POINT TO END OF

THE LINES FOR WATER LINES.

15. 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.

16. 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.

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

MAINTAIN WHATEVER TEMPORARY LIGHTING MAY BE NECESSARY TO KEEP THE TAXIWAY IN

OPERATING CONDITION WHEN OPEN FOR AIRCRAFT.

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

ALL PAVED SURFACES DURING THIS CONTRACT.

19. 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.

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

TIMES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT

PROPERTY.

21. TO THE EXTENT THAT WETLAND AREAS ARE KNOWN, THEY HAVE BEEN DEPICTED ON THE

CONTRACT DRAWINGS.

22. IN WETLAND AREAS, NO EXCAVATION, VEHICLES OR OTHER SOIL DISTURBANCE WILL BE

ALLOWED. ANY CLEARING REQUIRED WILL BE PREFORMED WITH HAND HELD TOOLS AND

REMOVED BY HAND. NO GRUBBING WILL BE ALLOWED.

23. 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.

24. THE CITY OF LEESBURG RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF THE CONTRACT

AND PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND MATERIALS.

25. 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.

26. ALL ELEVATIONS REFERENCE NAVD 88 VERTICAL DATUM. COORDINATES REFERENCE NAD

83 HORIZONTAL DATUM.

27. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM FIELD SURVEY

PERFORMED BY GAI CONSULTANTS, INC. DATED 05-08-2023.

28. 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.

2. THE QUANTITY OF UNCLASSIFIED EXCAVATION, ITEM P-152, INCLUDES 100 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 100 CY FOR

REPLACEMENT OF UNDERCUT EXCAVATION WHICH WILL BE USED ONLY WHEN DIRECTED

BY THE ENGINEER.

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

BE DISPOSED OF 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.

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

OTHERWISE DIRECTED BY THE ENGINEER.

6. 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.

7. 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"..

8. 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.

9. 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.

10. 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.

PAVING NOTES:

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

"PREPARATION/REMOVAL OF EXISTING PAVEMENTS".

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

LIFT OF PAVEMENT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

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

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

AT THE CENTERLINE OF THE PAVEMENT SHALL LINE UP WITH PREVIOUS LAYER CENTERLINE

JOINTS.

STORMWATER SYSTEM NOTES:

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

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

DRAWINGS AND CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY DISCREPANCY IN

INVERTS AND LOCATIONS EXIST.

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.

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 PROPER WORKING

CONDITION. ALL OTHER MATERIALS SHALL BE SPOILED OFF AIRPORT 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 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.

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

TOFA TOFA

TOFA TOFA TOFA TOFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R

SA

R

SA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

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ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ ROFZ

A A

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TOFA TOFA TOFA

TOFA TOFA TOFA

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

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

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2423603004G101

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

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SEAL

GENERAL PLAN

G101

DJN

KNM

KNM

GRAPHIC SCALE (FT)

NORTH

80 160 320

GENERAL PLANB1

KEYED NOTESA1 #

2 3

U.S. HIGHWAY 441

U.S. HIGHWAY 441

AIRPORT

PROPERTY

LINE, (TYP.)

POND

EXISTING

TREELINE, (TYP.)

WILCO DRIVE

AIRPORT BLVD

EXISTING

FENCELINE, (TYP.)

AIRPORT

ADMIN

BUILDING

AIRPORT VIEW RD

RUNWAY 13-31 (6300' X 100')

TAXIWAY D

TAXIWAY A

TAXIWAY A1

EXISTING TAXIWAY A2

TAXIWAY A3

TAXIWAY A4

H

AN

G

AR

HANGAR

HANGAR

HANGAR HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR HANGAR HANGAR HANGAR

H

AN

G

AR

H

AN

G

AR

HANGAR

HANGAR

H

AN

G

AR

HANGAR

HANGAR

FBO &

CUSTOMS

ATCT

NEW TAXIWAY A2

BLDG.

BLDG.

BLDG.

BLDG.

BLDG.

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR

HANGAR

AIRCRAFT

PARKING

APRON

GOPHER TORTOISE SURVEY NOTESA2

1. 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.

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.

EXCAVATION AND RELOCATIONS SHALL BE COMPLETED BEFORE THE START OF WORK

AREA A. GOPHER TORTOISE EXCAVATION AND RELOCATION WORK COMPLETED PRIOR

TO THE CONTRACT BEGINNING SHALL NOT COUNT AGAINST OVERALL CONTRACT TIME.

TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TO

FA

TO

FA

TO

FA

E

E

CB

INV: 73.50

LS

TOFA TOFA TOFA TOFA TOFA TOFA

TO

FA

TO

FA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

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

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

XR

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S:

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3_

St an da rd

_t b x2

_C

SP

P

2423603005G102

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

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C O

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IN

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SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA A

G102

DJN

KNM

KNM

GRAPHIC SCALE (FT)

NORTH

50 100 200

CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA AB1

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

WILCO DRIVE

AIRPORT BLVD

RUNWAY 13-31 (6300' X 100')

TAXIWAY A

H

AN

G

AR

HANGAR

HANGAR HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR HANGAR HANGAR HANGAR

HANGAR

HANG

AR

HANGAR

CONSTRUCTION SAFETY PHASING NOTES:

1. WORK AREA A SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN WORK AREA A,

INCLUDING, BUT NOT LIMITED TO, EXCAVATION/GRADING, AIRFIELD ELECTRICAL, PAVEMENT, AND

PAVEMENT MARKINGS.

2. WORK AREA A SHALL INCLUDE THE PARTIAL CLOSURE OF TAXIWAY A AND FULL CLOSURE OF

TAXIWAY A1. RUNWAY 13-31, THE REMAINING PORTION OF TAXIWAY A, TAXIWAY B, AND

AIRCRAFT PARKING APRON SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF THE

WORK AREA. THE TENANTS AND OWNER SHALL BE NOTIFIED TWO WEEKS IN ADVANCE OF THE

START OF WORK AREA A.

3. FOR WORK IN WORK AREA A, THE CONTRACTOR SHALL BE REQUIRED TO COMMUNICATE AND

REQUEST TRAVEL ACROSS MULTIPLE PORTIONS OF ACTIVE AIRFIELD PAVEMENT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO EFFECTIVELY COMMUNICATE THIS TO THE ATCT.

CONTRACTOR MAY ALSO REQUEST TO USE MULTIPLE FLAGGERS TO ENSURE THE SAFE AND

EFFECTIVE TRAVEL TO THE DESIGNATED WORK AREA. ANY ADDITIONAL FLAGGERS SHALL BE

APPROVED BY THE RPR OR ENGINEER OF RECORD.

2. WORK AREA A SHALL BE LIMITED TO 28 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY

THROUGH FRIDAY, 7:00AM - 7:00PM.

3. HALF-RATE PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE START OF WORK AREA B.

4. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES.

5. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT TRAFFIC AT

ALL TIMES.

6. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE MARKED WORK AREA WITHOUT

PRIOR APPROVAL OR PROPER COORDINATION WITH THE REQUIRED PARTIES. DOING SO MAY

RESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE AIRPORT.

7. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED

FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING AIRPORT

FENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL

COST TO THE OWNER.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ENGINEER

AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING. NOTAMS FOR LOCALIZED

CLOSURES SHALL BE PLANNED AND COORDINATED WITH THE OWNER AND ATCT PERSONNEL IN

ADVANCE OF THE START OF WORK. THE CONTRACTOR SHALL HAVE A QUALIFIED

REPRESENTATIVE CAPABLE OF COMMUNICATING WITH THE ATCT AND KNOWLEDGEABLE ABOUT

MOVEMENT ON ACTIVE AIRFIELD PAVEMENT AREAS. CONTRACTORS SHALL CLOSELY

COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE AIRFIELD PAVEMENT WITH THE

AIRPORT, ATCT, AND THE RESIDENT ENGINEER.

9. CONTRACTOR PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY CIRCUMSTANCES,

OUTSIDE THE DESIGNATED STAGING, LAY-DOWN, PERSONAL VEHICLE PARKING AREA. ONLY

PROPERLY MARKED AND LIGHTED CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL

BE PERMITTED OUTSIDE THE STAGING AREA OR THE ACTIVE WORK AREA UNLESS OTHERWISE

APPROVED BY THE RPR.

10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO THE ACTIVE WORK AREA 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 SECTION 80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

11. PRIOR TO THE START OF WORK WITHIN WORK AREA A, THE CONTRACTOR SHALL ACTIVATE ANY

ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROEJCT WORK AREA AND TAKE NOTE

OF ITS EXISTING CONDITIONS. AFTER CONCLUDING WORK WITHIN WORK AREA A, THE

CONTRACTOR SHALL TAKE NOTE OF THE FINAL CONDITION OF ALL THE ELECTRICAL FIXTURES.

THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY ELECTRICAL

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

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

THE ENGINEER.

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 MATT. 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

SECTION 80, CONSTRUCTION AND SAFETY PHASING PLAN COMPLIANCE.

SHEET LEGEND:

HANGAR TAXIW

AY B

WORK AREA A

EXISTING TREELINE, (TYP.)

EXISTING FENCELINE, (TYP.)

AIRPORT ADMIN BUILDING

TAXIWAY D

TAXIWAY A1

TAXIWAY A2

TAXIWAY A3

TAXIWAY A4

FBO & CUSTOMS

ATCT

EXISTING

AIRPORT

PROPERTY

LINE, (TYP.)

TAXI ROUTE FOR WORK AREA A

CONTRACTOR ACCESS ROUTE FOR WORK AREA A. SEE

SHEET G101 FOR ADDITIONAL INFORMATION.

FLAGGER FOR WORK AREA A, SEE SHEET

G101 FOR ADDITIONAL FLAGGER LOCATIONS

BARRICADES FOR WORK AREA A,

SEE DETAIL C4/G151.

EXISTING WINDCONE

AIRCRAFT PARKING APRON

AIRCRAFT PARKING APRON

TOFA TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA

TO

FA

TO

FA

TO

FA

E

E

A

TOFA TOFA TOFA TOFA TOFA TOFA

TO

FA

TO

FA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

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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P M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

XR

EF

S:

x

3_

St an da rd

_t b x2

_C

SP

P

2423603006G103

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B

G103

DJN

KNM

KNM

GRAPHIC SCALE (FT)

NORTH

20 40 80

CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA BB1

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

CONSTRUCTION SAFETY PHASING NOTES:

1. WORK AREA B SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN WORK AREA B, INCLUDING, BUT NOT LIMITED TO, EXCAVATION/GRADING, AIRFIELD ELECTRICAL, PAVEMENT, AND PAVEMENT

MARKINGS.

2. WORK AREA B SHALL INCLUDE THE PARTIAL CLOSURE OF TAXIWAY, AND FULL CLOSURE OF

TAXIWAY D, A2, AND A3. RUNWAY 13-31, THE REMAINING PORTION OF TAXIWAY A, TAXIWAY B, AND AIRCRAFT PARKING APRON SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF THE WORK AREA. THE TENANTS AND OWNER SHALL BE NOTIFIED TWO WEEKS IN ADVANCE OF THE START OF

WORK AREA B.

3. FOR WORK IN WORK AREA B, THE CONTRACTOR SHALL BE REQUIRED TO COMMUNICATE AND

REQUEST TRAVEL ACROSS MULTIPLE PORTIONS OF ACTIVE AIRFIELD PAVEMENT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO EFFECTIVELY COMMUNICATE THIS TO THE ATCT. CONTRACTOR MAY ALSO REQUEST TO USE MULTIPLE FLAGGERS TO ENSURE THE SAFE AND EFFECTIVE TRAVEL TO THE DESIGNATED WORK AREA. ANY ADDITIONAL FLAGGERS SHALL BE APPROVED BY THE RPR

OR ENGINEER OF RECORD.

2. WORK AREA B SHALL BE LIMITED TO 42 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY

THROUGH FRIDAY, 7:00AM - 7:00PM.

3. HALF-RATE PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE START OF WORK AREA C.

4. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES.

5. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT TRAFFIC AT

ALL TIMES.

6. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE MARKED WORK AREA WITHOUT

PRIOR APPROVAL OR PROPER COORDINATION WITH THE REQUIRED PARTIES. DOING SO MAY

RESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE AIRPORT.

7. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING AIRPORT FENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ENGINEER

AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING. NOTAMS FOR LOCALIZED

CLOSURES SHALL BE PLANNED AND COORDINATED WITH THE OWNER AND ATCT PERSONNEL IN

ADVANCE OF THE START OF WORK. THE CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE

CAPABLE OF COMMUNICATING WITH THE ATCT AND KNOWLEDGEABLE ABOUT MOVEMENT ON

ACTIVE AIRFIELD PAVEMENT AREAS. CONTRACTORS SHALL CLOSELY COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE AIRFIELD PAVEMENT WITH THE AIRPORT, ATCT, AND THE RESIDENT

ENGINEER.

9. CONTRACTOR PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY CIRCUMSTANCES,

OUTSIDE THE DESIGNATED STAGING, LAY-DOWN, PERSONAL VEHICLE PARKING AREA. ONLY

PROPERLY MARKED AND LIGHTED CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL BE

PERMITTED OUTSIDE THE STAGING AREA OR THE ACTIVE WORK AREA UNLESS OTHERWISE

APPROVED BY THE RPR.

10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO THE ACTIVE WORK AREA 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 SECTION 80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

11. PRIOR TO THE START OF WORK WITHIN WORK AREA B, THE CONTRACTOR SHALL ACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROEJCT WORK AREA AND TAKE NOTE OF ITS EXISTING CONDITIONS. AFTER CONCLUDING WORK WITHIN WORK AREA B, THE CONTRACTOR SHALL TAKE NOTE OF THE FINAL CONDITION OF ALL THE ELECTRICAL FIXTURES. THE CONTRACTOR

MAY BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY ELECTRICAL FIXTURES THAT ARE

DAMAGED OVER THE COURSE OF THE PROJECT OR THAT HAVE BEEN NEGATIVELY IMPACTED AS A

RESULT OF THE CONSTRUCTION OPERATIONS IN THE OPINION OF THE ENGINEER.

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 MATT. 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 SECTION 80,

CONSTRUCTION AND SAFETY PHASING PLAN COMPLIANCE.

SHEET LEGEND:

WORK AREA B

TAXI ROUTE FOR WORK AREA B

CONTRACTOR ACCESS ROUTE FOR WORK AREA B.

SEE SHEET G101 FOR ADDITIONAL INFORMATION.

BARRICADES FOR WORK AREA B,

SEE DETAIL C4/G151.

WILCO DRIVE

AIRPORT BLVD

RUNWAY 13-31 (6300' X 100')

TAXIWAY A

H

AN

G

AR

HANGAR

HANGAR HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR HANGAR HANGAR HANGAR

HANGAR

HANG

AR

HANGAR HANGAR TAXIW

AY B

EXISTING TREELINE, (TYP.)

EXISTING FENCELINE, (TYP.)

AIRPORT ADMIN BUILDING

TAXIWAY D

TAXIWAY A1

TAXIWAY A2TAXIWAY A3TAXIWAY A4

FBO & CUSTOMS

ATCT

EXISTING

AIRPORT

PROPERTY

LINE, (TYP.)

EXISTING WINDCONE

AIRCRAFT PARKING APRON

AIRCRAFT PARKING APRON

TOFA TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA

E

E

W M W M

W M

TOFA

TOFA

TOFA TOFA TOFA TOFA TOFA TOFA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

WILCO DRIVE

AIRPORT BLVD

RUNWAY 13-31 (6300' X 100')

TAXIWAY A

H

AN

G

AR

HANGAR

HANGAR HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR HANGAR HANGAR HANGAR

HANGAR HANGAR

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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.2

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- L

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dw g 6/

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P M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

XR

EF

S:

x

3_

St an da rd

_t b x2

_C

SP

P

2423603007G104

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA C

G104

DJN

KNM

KNM

GRAPHIC SCALE (FT)

NORTH

20 40 80

CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA CB1

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

CONSTRUCTION SAFETY PHASING NOTES:

1. WORK AREA C SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN WORK AREA C,

INCLUDING, BUT NOT LIMITED TO, EXCAVATION/GRADING, AIRFIELD ELECTRICAL, PAVEMENT, AND

PAVEMENT MARKINGS.

2. WORK AREA C SHALL INCLUDE A FULL CLOSURE OF TAXIWAY D AND RUNWAY 13-31. TAXIWAY A, TAXIWAY B, TAXIWAY A1, TAXIWAY A2, TAXIWAY A3, TAXIWAY A4, AND AIRCRAFT PARKING

APRON SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF THE WORK AREA. THE

TENANTS AND OWNER SHALL BE NOTIFIED TWO WEEKS IN ADVANCE OF THE START OF WORK

AREA C.

3. FOR WORK IN WORK AREA C, THE CONTRACTOR SHALL BE REQUIRED TO COMMUNICATE AND

REQUEST TRAVEL ACROSS MULTIPLE PORTIONS OF ACTIVE AIRFIELD PAVEMENT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO EFFECTIVELY COMMUNICATE THIS TO THE ATCT.

CONTRACTOR MAY ALSO REQUEST TO USE MULTIPLE FLAGGERS TO ENSURE THE SAFE AND

EFFECTIVE TRAVEL TO THE DESIGNATED WORK AREA. ANY ADDITIONAL FLAGGERS SHALL BE

APPROVED BY THE RPR OR ENGINEER OF RECORD.

2. WORK AREA C SHALL BE LIMITED TO 12 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY

THROUGH FRIDAY, 7:00AM - 7:00PM.

3. HALF-RATE PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE START OF WORK AREA D.

4. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES.

5. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT ALL

TIMES.

6. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE MARKED WORK AREA WITHOUT

PRIOR APPROVAL OR PROPER COORDINATION WITH THE REQUIRED PARTIES. DOING SO MAY

RESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE AIRPORT.

7. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED

FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING AIRPORT

FENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL

COST TO THE OWNER.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ENGINEER

AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING. NOTAMS FOR LOCALIZED

CLOSURES SHALL BE PLANNED AND COORDINATED WITH THE OWNER AND ATCT PERSONNEL IN

ADVANCE OF THE START OF WORK. THE CONTRACTOR SHALL HAVE A QUALIFIED

REPRESENTATIVE CAPABLE OF COMMUNICATING WITH THE ATCT AND KNOWLEDGEABLE ABOUT

MOVEMENT ON ACTIVE AIRFIELD PAVEMENT AREAS. CONTRACTORS SHALL CLOSELY

COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE AIRFIELD PAVEMENT WITH THE

AIRPORT, ATCT, AND THE RESIDENT ENGINEER.

9. CONTRACTOR PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY CIRCUMSTANCES,

OUTSIDE THE DESIGNATED STAGING, LAY-DOWN, PERSONAL VEHICLE PARKING AREA. ONLY

PROPERLY MARKED AND LIGHTED CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL

BE PERMITTED OUTSIDE THE STAGING AREA OR THE ACTIVE WORK AREA UNLESS OTHERWISE

APPROVED BY THE RPR.

10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO THE ACTIVE WORK AREA 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 SECTION 80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

11. PRIOR TO THE START OF WORK WITHIN WORK AREA C, THE CONTRACTOR SHALL ACTIVATE ANY

ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROEJCT WORK AREA AND TAKE NOTE

OF ITS EXISTING CONDITIONS. AFTER CONCLUDING WORK WITHIN WORK AREA C, THE

CONTRACTOR SHALL TAKE NOTE OF THE FINAL CONDITION OF ALL THE ELECTRICAL FIXTURES.

THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY ELECTRICAL

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

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

THE ENGINEER.

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 MATT. 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

SECTION 80, CONSTRUCTION AND SAFETY PHASING PLAN COMPLIANCE.

WORK AREA C

TAXI ROUTE FOR WORK AREA C

CONTRACTOR ACCESS ROUTE FOR WORK AREA C. SEE

SHEET G101 FOR ADDITIONAL INFORMATION.

BARRICADES FOR WORK AREA C,

SEE DETAIL C4/G151.

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

SHEET LEGEND:

EXISTING

TREELINE, (TYP.)

TAXIWAY D

TAXIWAY A1TAXIWAY A2

TAXIWAY A3TAXIWAY A4

FBO & CUSTOMS

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

25 6

EXISTING WINDCONE

TOFA TOFA TOFA

TOFA TOFA TOFA TOFA TOFA TOFA

E

E

W M W M

W M

TOFA

TOFA

TOFA TOFA TOFA TOFA TOFA

ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA

WILCO DRIVE

AIRPORT BLVD

RUNWAY 13-31 (6300' X 100')

TAXIWAY A

H

AN

G

AR

HANGAR

HANGAR HANGAR

HANGAR

HANGAR

HANGAR

HANGAR HANGAR HANGAR HANGAR HANGAR

HANGAR HANGAR

TOFA TOFA

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

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

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2423603008G105

PROFESSIONAL SEAL

CLIENT LOGO

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CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

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CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA D

G105

DJN

KNM

KNM

GRAPHIC SCALE (FT)

NORTH

20 40 80

CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA DB1

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

CONSTRUCTION SAFETY PHASING NOTES:

1. WORK AREA D SHALL CONSIST ONLY OF FINAL PAVEMENT MARKINGS. THIS WORK AREA SHALL BE COMPLETED 30 DAYS AFTER ALL ASPHALT PAVING IS COMPLETED AND APPROVED BY THE ENGINEER.

ALL HALF-RATE MARKINGS HAVE BEEN APPLIED PREVIOUSLY IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS WITHIN THE SPECIFIED WORK AREA LIMITS.

2. WORK AREA D SHALL INCLUDE A FULL CLOSURE OF TAXIWAYS A1, A2, A3, D AND RUNWAY 13-31, AS

WELL AS A PARTIAL CLOSURE OF TAXIWAY A. THE REMAINING PORTION OF TAXIWAY A, AND

AIRCRAFT PARKING APRON SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF THE WORK AREA. THE TENANTS AND OWNER SHALL BE NOTIFIED TWO WEEKS IN ADVANCE OF THE START OF

WORK AREA D.

3. FOR WORK IN WORK AREA D, THE CONTRACTOR SHALL BE REQUIRED TO COMMUNICATE AND

REQUEST TRAVEL ACROSS MULTIPLE PORTIONS OF ACTIVE AIRFIELD PAVEMENT. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO EFFECTIVELY COMMUNICATE THIS TO THE ATCT. CONTRACTOR MAY ALSO REQUEST TO USE MULTIPLE FLAGGERS TO ENSURE THE SAFE AND EFFECTIVE TRAVEL TO THE DESIGNATED WORK AREA. ANY ADDITIONAL FLAGGERS SHALL BE APPROVED BY THE RPR

OR ENGINEER OF RECORD.

2. WORK AREA D SHALL BE LIMITED TO 33 CONSECUTIVE CALENDAR DAYS. WORKING HOURS SHALL BE

MONDAY THROUGH FRIDAY, 7:00AM - 7:00PM.

3. HALF-RATE PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE END OF WORK AREA D.

4. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT ALL TIMES.

5. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT AT ALL TIMES.

6. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE MARKED WORK AREA WITHOUT

PRIOR APPROVAL OR PROPER COORDINATION WITH THE REQUIRED PARTIES. DOING SO MAY RESULT

IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE AIRPORT.

7. CONTRACTOR SHALL TAKE NOTE OF THE EXISTING CONDITIONS OF ANY AIRPORT OWNED FENCING THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED, ANY EXISTING AIRPORT FENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ENGINEER

AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING. NOTAMS FOR LOCALIZED

CLOSURES SHALL BE PLANNED AND COORDINATED WITH THE OWNER AND ATCT PERSONNEL IN

ADVANCE OF THE START OF WORK. THE CONTRACTOR SHALL HAVE A QUALIFIED REPRESENTATIVE CAPABLE OF COMMUNICATING WITH THE ATCT AND KNOWLEDGEABLE ABOUT MOVEMENT ON ACTIVE AIRFIELD PAVEMENT AREAS. CONTRACTORS SHALL CLOSELY COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE AIRFIELD PAVEMENT WITH THE AIRPORT, ATCT, AND THE RESIDENT ENGINEER.

9. CONTRACTOR PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY CIRCUMSTANCES,

OUTSIDE THE DESIGNATED STAGING, LAY-DOWN, PERSONAL VEHICLE PARKING AREA. ONLY

PROPERLY MARKED AND LIGHTED CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL BE

PERMITTED OUTSIDE THE STAGING AREA OR THE ACTIVE WORK AREA UNLESS OTHERWISE

APPROVED BY THE RPR.

10. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO THE ACTIVE WORK AREA 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 SECTION 80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

11. PRIOR TO THE START OF WORK WITHIN WORK AREA D, THE CONTRACTOR SHALL ACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROEJCT WORK AREA AND TAKE NOTE OF ITS EXISTING CONDITIONS. AFTER CONCLUDING WORK WITHIN WORK AREA D, THE CONTRACTOR SHALL TAKE NOTE OF THE FINAL CONDITION OF ALL THE ELECTRICAL FIXTURES. THE CONTRACTOR

MAY BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY ELECTRICAL FIXTURES THAT ARE

DAMAGED OVER THE COURSE OF THE PROJECT OR THAT HAVE BEEN NEGATIVELY IMPACTED AS A

RESULT OF THE CONSTRUCTION OPERATIONS IN THE OPINION OF THE ENGINEER.

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 MATT. 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 SECTION 80,

CONSTRUCTION AND SAFETY PHASING PLAN COMPLIANCE.

WORK AREA D

TAXI ROUTE FOR WORK AREA D

CONTRACTOR ACCESS ROUTE FOR WORK AREA

D. SEE SHEET G101 FOR ADDITIONAL

INFORMATION.

BARRICADES FOR WORK AREA D,

SEE DETAIL C4/G151.

KEYED NOTESA1 CONSTRUCTION SAFETY PHASING PLAN NOTES AND SHEET LEGENDA2

SHEET LEGEND:

EXISTING

TREELINE, (TYP.)

TAXIWAY D

TAXIWAY A1TAXIWAY A2

TAXIWAY A3TAXIWAY A4

FBO & CUSTOMS

3 | 15

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

25 6

EXISTING WINDCONE

AIRCRAFT PARKING APRON

28 28 28 28

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

TAXIWAY A1, A3 & D

RECONSTRUCTION AND

TAXIWAY A2 RELOCATION

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2423603009G151

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. XXXXXX-1

3-12-0042-032-2024

2024.236.03

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

JUNE 2024

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

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B

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CONSTRUCTION

SAFETY AND

PHASING PLAN

NOTES AND

DETAILS

G151

DJN

KNM

KNM

CONSTRUCTION SAFETY PHASING PLAN NOTESA1

STABILIZED

CONSTRUCTION

ACCESS

ROADST

AB

IL

IZ

ED

AC

C

ES

S

R O

AD

EX

IS

TI

N

G P

AV

EM

EN

ET

RADIUS SHALL BE CONTRACTOR

DETERMINED AS REQUIRED FOR

CONSTRUCTION VEHICLES, AND SHALL

BE NOT LESS THAN 25', TYP. BOTH SIDES.

PLAN VIEW

20' MINIMUM

EXISTING

GRADE

" M

IN

IM

U M

ASPHALT MILLINGS OR A STABILIZED

MATERIAL APPROVED BY THE

ENGINEER.

SUITABLE FILL MATERIAL

EXISTING SUBGRADE SOILDS

SHALL BE COMPACTED TO 95% OF

THE STANDARD PROCTOR.

SECTION A-A

NOTE:

1. CONTRACTOR ACCESS ROAD SHALL NOT BLOCK

OR IMPEDE ANY EXISTING DRAINAGE LINES OR

PATHS PRESENT AT THE SITE. ADDITIONALLY,

CROSS SLOPE OF THE ROAD SHALL BE AS

REQUIRED TO PROVIDE ADEQUATE DRAINAGE

WITHOUT IMPEDING OR RESTRICTING EXISTING

FLOW LINES OR DRAINAGE PATHS.

2. CONTRACTOR ACCESS ROAD SHALL BE

MAINTAINED THROUGHOUT THE PROJECT, ITEM

GP-80, STABILIZED ACCESS ROAD. THE ACCESS

ROAD SHALL BE REMOVED AT THE COMPLETION OF

THE PROJECT AND THE AREA RESTORED TO

MATCH THE EXISTING CONDITION.

3. ANY DIRT OR SEDIMENT TRACKED ONTO EXISTING

PAVEMENTS SHALL BE SWEPT/CLEANED PRIOR TO

LEAVING THE SITE EACH DAY.

4. ALL MATERIALS REQUIRED FOR THIS ITEM SHALL

BE PAID FOR UNDER ITEM GP-80, STABILIZED

ACCESS ROAD.

STABILIZED ACCESS ROAD DETAILB3

NOTE:

1. CONTRACTOR SHALL PROVIDE THE REQUIRED AMOUNT OF L-893 LIGHTED VISUAL AIDS

TO INDICATE TEMPORARY RUNWAY CLOSURE AS MANUFACTURED BY HALI-BRITE, INC.,

SHERWIN INDUSTRIES, INC., OR APPROVED EQUAL. CONTRACTOR IS RESPONSIBLE

FOR FUELING AND MAINTAINING AS REQUIRED DURING CONSTRUCTION (INCLUDING

MAINTENANCE, BULB REPLACEMENT, PAVEMENT PROTECTION, AND ALL OTHER

INCIDENTS NECESSARY TO MAINTAIN THE LIGHTED X'S IN WORKING ORDER). COST

SHALL BE INCLUDED IN GP-80, CONSTRUCTION SAFETY AND PHASING PLAN.

2. ALL LIGHTED CLOSED RUNWAY MARKERS SHALL HAVE SPILL BLANKETS PLACED

UNDER THE GENERATOR/ENGINE AT ALL TIMES WHEN ON PAVED SURFACES. OIL,

DIESEL FUEL, OR GASOLINE SPILLED ON ASPHALT WILL BE RESOLVED BY MILLING A

MINIMUM OF 10'X10' AREA TO REMOVE DAMAGED SURFACES. NO PAYMENT SHALL BE

MADE FOR THE REPAIRS AS A RESULT OF LEAKING EQUIPMENT.

LIGHTED CLOSED RUNWAY SIGN DETAILC3 LOW PROFILE BARRICADE DETAILC4

CAUTION LIGHT

SECURED TO BARRIER

(TWO PER BARRIER)

COLOR: RED

REFLECTIVE MEDIA (ORANGE

AND WHITE STRIPES)

4' (TYP)

SEE NOTES

WATER-FILLED

BARRICADE

NOTES:

1. LOW PROFILE BARRICADES SHALL BE SUFFICIENTLY WEIGHTED TO

PRECLUDE MOVEMENT FROM PROP BLAST.

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

3. EXACT LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION

BY THE ENGINEER OR RPR.

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

PREVENT MOVEMENT DUE TO WIND, JET BLAST, OR PROP WASH.

5. PLACEMENT, MAINTENANCE, AND REMOVAL OF BARRICADES SHALL

NOT BE PAID SEPARATELY AND SHALL BE INCIDENTAL TO ITEM GP-80,

CONSTRUCTION SAFETY AND PHASING PLAN.

AVIATION ORANGE

AVIATION WHITE

3' MIN.

3' M

IN

NOTES:

1. THE CONTRACTOR SHALL PROMINENTLY DISPLAY

AVIATION SAFETY FLAGS ON ALL CONSTRUCTION

VEHICLES AND EQUIPMENT AT THE HIGHEST POINT

ON EACH PIECE OF CONSTRUCTION EQUIPMENT.

2. COST SHALL BE INCIDENTAL TO GP-80,

CONSTRUCTION SAFETY AND PHASING PLAN.

AVIATION FLAG DETAILA3

CONSTRUCTION SAFETY PHASING NOTES:

1. THE WORK AREAS A, B, C AND D SHALL CONSIST OF ALL PROJECT RELATED SCOPE

WITHIN THE WORK AREA LIMITS INCLUDING, BUT NOT LIMITED TO DRAINAGE

IMPROVEMENTS, EXCAVATION/GRADING, PAVING OPERATIONS, AND UTILITY WORK.

2. THE START DATE FOR PROPOSED WORK SHALL BE COORDINATED WITH THE OWNER

AND ENGINEER AT LEAST 72 HOURS IN ADVANCE. NOTAMS SHALL BE IN PLACE 72

HOURS IN ADVANCE PRIOR TO ANY TAXIWAY OR RUNWAY CLOSURES.

3. IN THE EVENT THAT THE CONTRACTOR'S ACCESS ROUTE IS UNAVAILABLE AT THE TIME

OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

BEST WAY TO ACCESS THE CONTRACTOR'S STAGING, LAY-DOWN, STOCKPILE, AND

PERSONAL…