IFB_26_013_DN_LEE_Commercial_Hangar_Bid_Drawings.pdf

NO. DATE DESCRIPTION

REVISIONS

DATE

AVCON PROJ NO.

CITY IFB NO.

MARCH 2026

2025.236.02

26-011-HG

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

PROJECT AREA

N

KEY WEST

FT.PIERCE

DAYTONA BEACH

TITUSVILLE

PANAMA CITY

PENSACOLA TALLAHASSEE

JACKSONVILLE

ORLANDO

TAMPA

ST.PETERSBURG

MIAMI

LOCATION OF PROJECT

LEESBURG, FLORIDA.

GAINESVILLE

MELBOURNE

LEESBURG INTERNATIONAL AIRPORT

COMMERCIAL HANGAR BUILDING

LEESBURG, FLORIDA

A1 GENERAL NOTES A4 SHEET INDEX

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

C om m er ci al

H an ga r D es

B id

\2

5.

6.

C

AD

D

\x

2_ G

I S er ie s.

dw g

3/

/2

4:

P

M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

COMMERCIAL HANGAR

BUILDING

XR

EF

S:

x

2_

St an da rd

_t b

X2523602_GI SERIES

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

CITY IFB NO. 26-011-HG

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MARCH 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

AVCON PROJECT NO. 2025.236.02

GENERAL NOTES,

LEGEND,

ABBREVIATIONS

AND SHEET INDEX

ALB

JCW

ALB

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 LAKE COUNTY LAND DEVELOPMENT

CODE AND ENGINEERING STANDARDS, PLUS THE CURRENT EDITION OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND UTILITY CONSTRUCTION, PLUS

THE REGULATIONS AND ORDINANCES OF THE VARIOUS OTHER GOVERNMENTAL

AGENCIES HAVING JURISDICTION OVER THE WORK.

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. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH

OTHER WORK BEING PERFORMED ON OR ADJACENT TO THE SITE BY OTHER

CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE

CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY,

WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

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

ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS

REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE

TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY

REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE

FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

13. "AS-BUILT" FOR THE PROPOSED CONSTRUCTION SHALL BE PROVIDED UPON

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S

ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A FLORIDA

REGISTERED PROFESSIONAL SURVEYOR.

14. 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.

15. 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.

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

AND MAINTAIN WHATEVER TEMPORARY LIGHTING MAY BE NECESSARY TO KEEP THE

TAXIWAYS AND TAXILANES IN OPERATING CONDITION WHEN OPEN FOR AIRCRAFT.

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

FROM ALL PAVED SURFACES DURING THIS CONTRACT.

18. 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.

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

THE CONTRACT DRAWINGS.

20. 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.

21. THE CONTRACT DOES NOT ALLOW FOR PRICE INCREASES DUE TO ESCALATION IN

COST OF UNIT BID ITEMS. THE CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION

WHEN PREPARING UNIT PRICES FOR BID.

22. ALL ELEVATIONS REFER TO NAVD 88 VERTICAL DATUM. COORDINATES REFER TO

NAD 83 HORIZONTAL DATUM.

23. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM FIELD

SURVEY PERFORMED BY BOWMAN CONSULTING SERVICES, INC. DATED 9-22-2025.

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

TESTING.

25. THE CHARACTERISTICS OF PROPOSED UTILITY EQUIPMENT SHALL BE VERIFIED TO

BE COMPATIBLE WITH EXISTING EQUIPMENT MANUFACTURER PRIOR TO

INSTALLATION.

26. 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 ABANDONED, CABLES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

27. ALL EXCESS SOIL, MILLINGS, LIMEROCK, OR OTHER NATIVE MATERIALS SHALL BE

STOCKPILED ON AIRPORT PROPERTY AS DIRECTED BY THE ENGINEER. ALL EXISTING

SPOIL MATERIALS ARE THE PROPERTY OF THE AIRPORT/CITY AND THE

AIRPORT/CITY SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL EXCESS OR SPOIL

MATERIALS.

GRADING NOTES:

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

2. THE QUANTITY OF UNCLASSIFIED EXCAVATION, ITEM P-152, DOES NOT INCLUDE

QUANTITY FOR UNDERCUT EXCAVATION. UNDERCUTTING SHALL BE AT THE

DISCRETION OF THE CONTRACTOR AND NO DIRECT MEASUREMENT OR PAYMENT

SHALL BE MADE.

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. 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.

6. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE AGAINST

POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN

INCREASE IN TURBIDITY OUTSIDE THE PROJECT LIMITS, OR ABOVE BACKGROUND

LEVELS IN THE EXISTING STORMWATER SYSTEM PONDS. SUCH MEASURES MAY

INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION OF TEMPORARY EROSION

CONTROL STRUCTURES SUCH AS SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT

BARRIERS. THESE TURBIDITY CONTROL DEVICES SHALL BE INSPECTED AND

MAINTAINED ON A DAILY BASIS TO ENSURE THAT CONSTRUCTION GENERATED

TURBIDITY IS CONTAINED WITHIN THE WORK AREAS. AT NO TIME SHALL THE

CONSTRUCTION SITE RUNOFF RESULT IN EXCEEDING THE WATER QUALITY

STANDARDS AS REQUIRED BY FLORIDA STATUTES, BY THE FLORIDA DEPARTMENT

OF ENVIRONMENTAL PROTECTION (FDEP), AND BY THE SAINT JOHN'S RIVER WATER

MANAGEMENT DISTRICT.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SEDIMENT

ACCUMULATION IN THE STORMWATER SYSTEM FROM THE CONSTRUCTION

ACTIVITIES MUST BE REMOVED PRIOR TO THE FINAL CERTIFICATION OF THE

PROPOSED PROJECT.

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

MACHINE-CONTROL SYSTEMS TO EFFICIENTLY PERFORM EARTHWORK IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF THERE IS ANY

UNDERGROUND UTILITY CONFLICT THAT INTERFERES WITH THE PROPOSED

GRADING PLANS.

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.

UTILITY NOTES:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE

CITY OF LEESBURG PUBLIC WORKS DEPARTMENT FOR ALL POTABLE WATER LINE

CONNECTIONS/SERVICE TAPS, SANITARY SEWER CONNECTIONS, CONNECTIONS TO

SANITARY MANHOLES, LIFT STATION STARTUPS, AND/OR ANY EXTENSIONS OR

MODIFICATIONS OF CITY OWNED AND MAINTAINED WATER AND SEWER

INFRASTRUCTURE.

2. LEESBURG UTILITIES - POWER DEPARTMENT IS THE POWER/ENERGY PROVIDER ON

SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

DIRECTLY WITH LEESBURG UTILITIES - POWER DEPARTMENT FOR UTILITY

CONNECTIONS AND TRANSFORMER MODIFICATIONS TO ACCOMMODATE THE

FUTURE BUILDING INSTALLATIONS.

3. THERE ARE NO COMUNICATIONS OR FIBER INSTALLATIONS SHOWN OR INCLUDED IN

THIS DESIGN. IF THE OWNER WOULD LIKE TELECOMMUNICATIONS, FIBER, DATA, OR

OTHER NON CRITICAL INFRASTRUCTURE UTILITIES (POWER, WATER, SEWER), THEN

THE OWNER SHALL COORDINATE DIRECTLY WITH THE CONTRACTOR AND UTILITY

PROVIDERS TO FACILITATE THE INSTALLATIONS, ACCOUNT/BILLING, AND START UP

SERVICES.

ABBREVIATIONS:

ABAN - ABANDONED

APPROX - APPROXIMATE

ASPH - ASPHALT

BL - BASELINE

BLDG - BUILDING

BM - BENCHMARK

CL - CENTERLINE

CCR - CONSTANT CURRENT REGULATOR

CIP - CAST IN PLACE

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

MEG - MEET EXISTING GRADE

MIN - MINIMUM

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

OFA - OBJECT FREE AREA

OC - 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 - CROSS-LINKED 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

B4 ABBREVIATIONS

TOFA

TLOFA

LEGEND

SV

T

C

A

W

EMH

LS

TAXILANE CENTERLINE MARKING

WATER LINE

GATE VALVE

EXISTING WATER METER

COMMUNICATION UTILITY STRUCTURE

TELECOM BOX

ELECTRICAL PULL BOX

AIR CONDITIONING UNIT

SANITARY LIFT STATION AND

PANEL/EMERGENCY SHUT OFF

SANITARY MANHOLE

BOLLARD

STREET SIGN

BENCHMARK

SANITARY VALVE

BEACON

EXISTING AIRFIELD MARKER

AIRFIELD ELECTRICAL MANHOLE

UNDERGROUND TELECOM LINE

SANITARY FORCE MAIN

SANITARY GRAVITY MAIN

AIRPORT FENCELINE

TAXIWAY OBJECT FREE AREA

TAXILANE OBJECT FREE AREA

BUILDING

CONCRETE PAVEMENT

BURIED ELECTRICAL LINE

TREE/BUSH

HOSE REEL

ELECTRICAL TRANSFORMER

ELECTRICAL METER

YH

AIRPORT PROPERTY LINE

DITCH CENTERLINE

DITCH TOP OF BANK

DRAINAGE PIPE

MITERED END SECTION

EXISTING RECLAIMED WATER UTILITY

LINE

UTILITY/LIGHT POLE

SURVEY BENCHMARK

A3 LEGEND

E

WATER

UGC

S

SHEET INDEX TABLE

SHEET

NUMBER SHEET TITLE

101 COVER SHEET

102 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SHEET INDEX

103 CONSTRUCTION SAFETY AND PHASING PLAN

104 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS

105 EXISTING CONDITIONS AND DEMOLITION PLAN

106 CIVIL SITE PLAN

107 CIVIL SITE PLAN DETAILS

108 GRADING AND DRAINAGE PLAN

109 GRADING PLAN TYPICAL SECTIONS & DETAILS

110 UTILITY PLAN

111 UTILITY PLAN DETAILS

112 UTILITY PLAN DETAILS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C ev

R

SA

R O

FA

R O

FA

R O

FA

R O

FA

R O

FA

E

E

W W

W W

W W

W W W W W W W W W W W W W

W W

W W

W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

U G

C U

G C

U G

C U

G C

U G

C U

G C

UGC UGC UGC UGC UGC UGC UGC UGC

W

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C

UGCUGCUGCUGCUGCUGC

UGC

U G

C U

G C

U G

C U

G C

U G

C U

G C

U G

C U

G C

SS

SS

SS

SS

SS

SS

SS

SS

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

FO

FO

FO

SS

SS

FO

S S

S S

RW RW RW RW RW RW RW RW RW RW RW RW

UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE

U G

E

UGE

U G

E U

G E

U G

E U

G E

UGE

UGEUGEUGEUGEUGE

UGE UGE UGE UGE

UGE U

G E

UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E

UGE

U G

E U

G E

U G

E U

G E

UGE

UGE UGE UGE UGE UGE

U G

E U

G E

U G

E

U G

E U

G E

U G

E

UGE

UGEUGEUGEUGEUGEUGEUGEUGE

UGE

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UG

E

UG

E

UG

E

U G

E U

G E

U G

E U

G E

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E

U G

E

UGE

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE

U G

E

UGE

U G

E U

G E

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE

UGE UGE UGE UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE

UGE

RWRWRWRWRWRWRWRWRW

S

UGE UGE UGE UGE

W

UG

E

U G

E U

G E

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E

UGEUGE

U G

E

W

W

W

SS

SS

SS

W

W W

W

W

W W W

W

W

WW

W

R O

FZ

R O

FZ

R O

FZ

R O

FZ

S

W M

W M

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

UGEUGEUGEUGE

UGEUGEUGEUGEUGEUGEUGEUGE

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS GAS

GAS GAS GAS GAS

GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

W

W M

UGE UGE

SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

SS SS

SS

SS

SS

SS

SS

SS

SS

SS

S

SS

SS

SS

S

LS

S

SS

SS SS SS SS SS SS SS SS SS

S

SSSS

SS

SS

SS

SS

SSS SS SS SS SS SS SS SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

S

SS

SS

SS

S

S

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

SS

SS

SS

SS

SS SS SS SS SS SS SS

W W W W W

W

W

W

W

G as

G as

G as

G as

G as

G as

G as

G as

Gas Gas Gas Gas

G as

G as

G as

Ga s

G as

G as

G as

G as

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

G as

G as

G as

G as

G as

G as

G as

G as

Gas Gas Gas Gas Gas

Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas

S

SS

SS

SS SS SS SS

SS

SS

SS

SS

S

SSSSSSSSSSSS

SS

W

W

W W

W

S S

S

S

SSW

W W

W

S

CO

CO

CO

CO

CO CO

COCO

WATER

WATER

W

I

I

WATERWATER

WATERWATER

WATERWATER

WATER

WATER

I II

FO

FO

FO

F

I

W W

W

W

FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC FOC FOC FOC

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

SRVC

ELEC

E

W

W M

CO COCOCO

C O

W

W M W M W MW MW M W MW M W M

LEGEND

WORK AREA A

CONTRACTOR'S STAGING,

LAY-DOWN, STOCKPILE, AND

PERSONAL VEHICLE

PARKING AREA

NEW 4 UNIT COMMERCIAL

HANGAR BUILDING

NEW CONCRETE

PAVEMENT, SEE SHEET

106 FOR MORE

INFORMATION

WORK AREA A AIRCRAFT

TRAFFIC ROUTE, (TYP.)

CONTRACTOR ACCESS

ROUTE, (TYP.)

LOW-PROFILE BARRICADES

INTENDED FOR USE DURING

THE DESIGNATED WORK

AREA, SEE DETAIL A4/104.

COLOR CODED BASED ON

WORK AREA

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, CONCRETE PAVEMENT,

ERECTION OF ONE 4-UNIT COMMERCIAL HANGAR BUILDING, AND INSTALLATION OF

PROPOSED UTILITIES CONNECTIONS.

2. WORK AREA A SHALL INCLUDE THE PARTIAL CLOSURE OF TAXILANE T-1. THE

REMAINING PORTION OF TAXILANE T-1, AND ADJACENT TAXILANES 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. WORK IN WORK AREA A SHALL TAKE PLACE IN THE VICINITY OF AIRCRAFT TRAVEL

ROUTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO YIELD TO AIRCRAFT TRAFFIC

AT ALL TIMES. 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.

4. WORK AREA A SHALL BE LIMITED TO 150 CALENDAR DAYS. WORKING HOURS SHALL

BE MONDAY THROUGH FRIDAY, 7:00AM - 5:00PM.

5. WORK AREA A SHALL INCLUDE CONSTRUCTION IN THE VICINITY OF AIRPORT

BOULEVARD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT AND INSTALL

ALL NECESSARY FDOT MOT SAFETY MEASURES IN ORDER TO FACILITATE PUBLIC

TRAFFIC APPROPIATELY DURING CONSTRUCTION OPERATIONS. ALL SAFETY MOT

MEASURES SHALL BE IN ACCORDANCE WITH THE FDOT TEMPORARY TRAFFIC

CONTROL (MAINTENANCE OF TRAFFIC) HANDBOOK, CURRENT EDITION.

6. WORK AREA B SHALL CONSIST OF ALL PROJECT RELATED SCOPE WITHIN WORK AREA

A, INCLUDING, BUT NOT LIMITED TO, EXCAVATION/GRADING, AND INSTALLATION OF

PROPOSED UTILITIES CONNECTIONS.

7. WORK AREA B SHALL INCLUDE THE PARTIAL CLOSURE OF TAXILANE T-6. THE

REMAINING PORTION OF TAXILANE T-6, AND ADJACENT TAXILANES 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.

8. WORK IN WORK AREA B SHALL TAKE PLACE IN THE VICINITY OF AIRCRAFT TRAVEL

ROUTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO YIELD TO AIRCRAFT TRAFFIC

AT ALL TIMES. 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.

9. WORK AREA B SHALL TAKE PLACE CONCURRENTLY TO WORK WITHIN WORK AREA A

AND SHALL BE LIMITED TO 5 CALENDAR DAYS. WORKING HOURS SHALL BE MONDAY

THROUGH FRIDAY, 7:00AM - 5:00PM. WORK IN WORK AREA B SHALL BE COORDINATED

AND SCHEDULED WITH THE AIRPORT. THE CONTRACTOR SHALL NOTIFY THE AIRPORT

AT LEAST 72 HOURS PRIOR TO CONDUCTING ANY WORK WITHIN WORK AREA B. IN

THE EVENT THAT CONTRACTOR HAS A PAUSE IN BETWEEN THE 5 ALLOTTED

SCHEDULED DAYS FOR WORK WITHIN WORK AREA B THE CONTRACTOR SHALL

CLEAN, AND ENSURE THAT THE WORK AREA IS CLEANED PER ALL FAA/FDOT/LOCAL

REGULATIONS FOR AIRCRAFT AND VEHICULAR TRAFFIC.

14. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE MARKED WORK AREA

WITHOUT PRIOR APPROVAL OR PROPER COORDINATION WITH THE REQUIRED PARTIES.

DOING SO MAYRESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM

THE AIRPORT.

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

TIMES.

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

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

EXISTING AIRPORTFENCE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

17. 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.

18. 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.

19. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO THE ACTIVE WORK AREA SHALL BE

CONTINUALLYSWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT ACTIVE

AIRFIELD PAVEMENT.

0'

GRAPHIC SCALE (FT)

100' 200'

NORTH

B1 CONSTRUCTION SAFETY AND PHASING PLAN

A1 CONSTRUCTION SAFETY AND PHASING PLAN NOTES

S US HIGHWAY 441

S US HIGHWAY 441 S US HIGHWAY 441

ECHO

DRIVE

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

TAXILANE T-1

TAXILANE T-4

TAXILANE T-5

TAXILANE T-2

TAXILANE T-3

AIRPORT BOULEVARD

AIRPORT BOULEVARD

W

ILCO

DRIVE

BUILDING

BUILDING

BUILDING BUILDING

HANGAR

HANGAR

HANGAR

HANGAR

HANGAR

AIRPORT

ADMINISTRATION

BUILDING

EXISTING FBO

TAXIWAY B

TA

XI

W

AY

B

TAXIWAY J

BUILDING

BUILDING

BUILDING

BUILDING

HANGAR

BUIDLING

EXISTING AIRPORT FENCELINE

EXISTING WET

POND

CONSTRUCTION

SAFETY AND

PHASING PLAN

ALB

JCW

ALB

GENERAL AIRCRAFT

PARKING APRON

WORK AREA B

A4 SHEET LEGEND AND KEYED NOTES

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

C om m er ci al

H an ga r D es

B id

\2

5.

6.

C

AD

D

\x

2_ G

C S er ie s.

dw g 3/

/2

4:

P M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

COMMERCIAL HANGAR

BUILDING

XR

EF

S:

x xx _O ld H or iz on ta l A lig nm en ts x

2_

Ba se x

2_ C

SP

P x2

_S ch em at ic _G eo m et ry x

2_ U til iti es x

2_

St an da rd

_t b

X2523602_GC SERIES

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

CITY IFB NO. 26-011-HG

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MARCH 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

AVCON PROJECT NO. 2025.236.02

AIRPORT PROPERTY

LINE, (TYP.)

TAXILAN

E T-5

EXISTING

DRY POND

EXISTING

DRY POND

HANGAR

HANGAR

KEYED NOTES:

1. CONTRACTOR AND CONSTRUCTION ACCESS TO THE SITE SHALL BE VIA THE EXISTING

AUTOMATIC ENTRY/EXIT SWING GATE. CONTRACTOR SHALL COORDINATE WITH THE

CITY OF LEESBURG FOR GATE ACCESS.

2. NEW UTILITY INFRASTRUCTURE TO BE INSTALLED. SEE SHEET 110 FOR MORE

INFORMATION.

3. NEW CONCRETE APRON, (TYP.) SEE SHEET 106 FOR MORE INFORMATION.

4. NEW PRE-ENGINEERED 4-UNIT COMMERCIAL AIRCRAFT HANGAR. PLEASE SEE THE

COMMERCIAL HANGAR DESIGN CRITERIA PACKAGE FOR MORE INFORMATION.

5. NEW ASPHALT PAVEMENT PARKING AREA. SEE SHEET 106 FOR MORE INFORMATION.

TAXILAN

E T-6

TAXILAN

E T-5

AutoCAD SHX Text S

CONSTRUCTION SAFETY PHASING NOTES:

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

AND WHITE CHECKERED FLAG ON THE HIGHEST POINT OR A FLASHING/ROTATING

AMBER CONSTRUCTION BEACON.

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

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL ACCESS

SURFACES REMAIN CLEAN AND CLEAR OF DIRT AND DEBRIS AT ALL TIMES.

3. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AN

ALL DAMAGE INFLICTED UPON THE ACCESS ROUTES OVER THE DURATION OF THE

PROJECT. THE ENGINEER/OWNER SHALL DOCUMENT THE EXISTING CONDITION AND

POST-CONDITION OF ALL ACCESS ROUTES. ANY MEASURABLE DAMAGE SHALL BE

REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4. THE WORK OF THIS PROJECT REQUIRES WORKING IN THE VICINITY OF AN ADJACENT

TO EXISTING TAXILANES AND AIRCRAFT STORAGE HANGARS. THE CONTRACTOR

SHALL YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES, AND SHALL MAKE ALL NECESSARY

ARRANGEMENTS TO PREVENT IMPACTS TO EXISTING TENANTS WITHOUT

PROPER/EXTENDED NOTICE.

5. THE CONTRACTOR SHALL CONDUCT ALL WORK IN ACCORDANCE WITH FAA ADVISORY

CIRCULAR AC 150/5370-2, LATEST EDITION.

6. THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CONTACT INFORMATION OF

KEY AIRPORT PERSONNEL.

7. THE BARRICADES INDICATED ON THE PLAN REPRESENT THE TRAFFIC CONTROL

REQUIRED DURING CONSTRUCTION. IN THE EVENT THAT MORE TRAFFIC CONTROL IS

REQUIRED DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE THE NUMBER AND LOCATION OF BARRICADES REQUIRED TO KEEP THE

ACTIVE WORK AREA PROTECTED.

8. THE CONTRACTOR IS REQUIRED TO SUBMIT A SAFETY PLAN COMPLIANCE

CERTIFICATION (SPCC). THIS DOCUMENT CERTIFIES THAT THE CONTRACTOR HAS

READ AND UNDERSTANDS THE SAFETY AND PHASING REQUIREMENTS OF THE

PROJECT. ADDITIONALLY THE CONTRACTOR AGREES TO FOLLOW THE RULES AND

REQUIREMENTS OF THIS SAFETY AND PHASING PLAN, THE CONTRACT DOCUMENTS

AND THE REQUIREMENTS OF FAA ADVISORY CIRCULAR 150/5370-2, LATEST EDITION. A

NOTICE TO PROCEED (NTP) WILL NOT BE ISSUED UNTIL THE SPCC IS SUBMITTED.

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

SHALL BE REQUIRED TO COORDINATE WITH THE OWNER FOR ACCESS THROUGH THE

AUTOMATED GATES.

INSPECTION REQUIREMENTS:

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

FOREIGN OBJECT DEBRIS (FOD) ON AIRFIELD OR NON AIRFIELD PAVEMENTS AND FOR

ANY EXCESS CONSTRUCTION MATERIALS LEFT IN THE TAXIWAY OR TAXILANE OBJECT

FREE AREA.

2. AT THE BEGINNING OF EACH CONSTRUCTION DAY, THE CONTRACTOR SHALL VERIFY

ALL BARRICADES ARE PLACED CORRECTLY.

SAFETY REQUIREMENTS:

1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ANY CONSTRUCTION

EQUIPMENT FROM WITHIN THE TLOFA DURING INTRUSIVE CONSTRUCTION ACTIVITIES

WHENEVER AIRCRAFT IS PRESENT. REQUIRED WORK WITHIN THE TLOFA SHALL BE

DONE ON A PULLBACK BASIS.

2. DURING PERFORMANCE OF THIS CONTRACT, AIRPORT TAXILANES SHALL REMAIN IN

USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AIRCRAFT USE OF AREAS

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

TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL NOT ALLOW

EMPLOYEES, SUBCONTRACTORS, SUPPLIERS OR ANY OTHER UNAUTHORIZED

PERSON TO ENTER OR REMAIN IN ANY AIRPORT AREA WHICH WOULD BE HAZARDOUS

TO PERSONS OR TO AIRCRAFT OPERATIONS.

3. ALL WORK WHICH IS TOO CLOSE TO AN ACTIVE TAXILANE TO BE PERFORMED UNDER

OPERATIONAL CONDITIONS SHALL BE PERFORMED WHEN THE TAXILANE IS NOT IN

USE. SUCH WORK SHALL NOT BE ACCOMPLISHED WITHOUT PRIOR PERMISSION FROM

THE OWNER OR ENGINEER.

4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE THE

SAFETY OF OPERATING AIRCRAFT AS WELL AS THAT OF HIS OWN EQUIPMENT AND

PERSONNEL. THE CONTRACTOR SHALL OBEY ALL INSTRUCTIONS AS TO ROUTES TO

BE TAKEN BY EQUIPMENT TRAVELING WITHIN THE AIRPORT AREA. THE CONTRACTOR

SHALL MAKE HIS OWN ESTIMATE OF ALL DIFFICULTIES TO BE ENCOUNTERED.

5. THE CONTRACTOR OR THEIR PROJECT REPRESENTATIVE SHALL NOTIFY THE AIRPORT

REPRESENTATIVE PRIOR TO STARTING WORK EACH DAY AND WHEN WORK HAS BEEN

COMPLETED FOR THE DAY. IT SHALL ALSO BE THE CONTRACTOR OR THEIR

REPRESENTATIVE'S RESPONSIBILITY TO MAKE A THOROUGH CHECK OF THE WORK

AREAS, TO SEE THAT ALL EQUIPMENT HAS BEEN RETURNED AND PARKED IN THE

PARKING AREAS DESIGNATED BY THE ENGINEER.

6. EQUIPMENT NOT IN OPERATION SHALL BE KEPT CLEAR OF ACTIVE OPERATIONAL

AREAS; PERSONNEL SHALL NOT ENTER OR OPERATE EQUIPMENT WITHIN ACTIVE

OPERATIONAL AREAS OF THE AIRPORT WITHOUT SPECIFIC PERMISSION FROM THE

OFFICE OF THE AIRPORT REPRESENTATIVE.

7. ALL CONSTRUCTION EQUIPMENT AND VEHICLES WILL BE REQUIRED TO HAVE A FLAG

ON STAFF OR A YELLOW/AMBER LENS ROTATING/FLASHING LIGHT MOUNTED ON THE

ROOF OR SO ATTACHED TO THE VEHICLE THAT THE FLAG OR LIGHT WILL BE READILY

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

CHECKERED PATTERN OF INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT

LESS THAN ONE FOOT ON EACH SIDE. THE CONTRACTOR SHALL HAVE A SUFFICIENT

NUMBER OF FLAGS AND STAFFS TO PROVIDE FOR ALL VEHICLE AND EQUIPMENT

NEEDS.

8. EMPLOYEE PARKING AND ACCESS TO THE JOB SITE BY ALL CONTRACTOR PERSONNEL

AND CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE AS SHOWN ON SHEET 103.

9. UNAUTHORIZED ENTRANCE OF CONTRACTOR EMPLOYEES AND EQUIPMENT INTO AN

AIR OPERATIONS AREA WILL BE CAUSE FOR IMMEDIATE ACTION AS PROVIDED FOR IN

GENERAL PROVISIONS SUBSECTION TITLED CHARACTER OF WORKERS METHODS AND

EQUIPMENT OF SECTION 80.

10. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS

ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN

APPROVED BY THE ENGINEER.

11. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE CONSTRUCTION

SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND LIGHTED BY LIGHT

UNITS OR LOW PROFILE LIGHTED BARRICADES DURING HOURS OF RESTRICTED

VISIBILITY AND/OR DARKNESS.

12. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM MAXIMUM ANTICIPATED AIRCRAFT BLAST AND WIND

CONDITIONS.

13. WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING

GEARS, PROPELLERS OR BEING INGESTED IN JET ENGINES, SHALL NOT BE PLACED ON

ADJACENT TAXILANE PAVEMENT AREAS. MATERIALS TRACKED ON THESE AREAS

SHALL BE REMOVED CONTINUOUSLY DURING THE PROJECT.

BARRICADE NOTES:

1. LOW-PROFILE, WATER-FILLED BARRICADES SHALL BE USED WHERE WORK IS

ADJACENT TO ACTIVE AIRCRAFT RUNWAYS, TAXIWAYS, TAXILANES, OR APRONS, OR

AS SHOWN ON THE PLANS. CAUTION LIGHTS TO BE HIGH INTENSITY RED IN COLOR

AND FLASHING DURING HOURS OF DARKNESS. BARRICADE LIGHTS SHALL BE 360°

OMNIDIRECTIONAL. ALL BARRICADE LIGHTING SHALL BE VERIFIED BY THE

CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY OR NIGHT BEFORE

CONTRACTOR CEASES OPERATION.

2. BARRICADES SHALL NOT BE PLACED INSIDE ANY ACTIVE RUNWAY SAFETY AREA, OR

INSIDE ANY ACTIVE TAXIWAY OR TAXILANE OBJECT FREE AREA.

3. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A

WEEKLY BASIS AND SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE RPR.

THE CONDITIONS OF LIGHTING UNITS SHALL BE CHECKED DAILY. ALL LIGHT FIXTURES

SHALL BE VERIFIED OPERATING BY THE CONTRACTOR ON A DAILY BASIS BEFORE THE

CONTRACTOR CEASES OPERATION FOR THE DAY.

4. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE A WEEK AND THE CONTRACTOR

SHALL SWEEP THE DEBRIS WHICH HAS ACCUMULATED AND REMOVE FROM THE SITE.

THE BARRICADES SHALL THEN BE REPLACED AT THE APPROPRIATE LOCATION.

5. BARRICADES SHALL BE SPACED 4' MAXIMUM, END-TO-END, OR AS DIRECTED BY THE

RPR. AT LEAST ONE 15' GAP IN EACH LINE OF BARRICADES SHALL BE PROVIDED FOR

EMERGENCY VEHICLE ACCESS.

6. CAUTION LIGHTS SHALL BE RED IN COLOR AND FLASHING OR STEADY BURNING

DURING HOURS OF DARKNESS.

7. ALL BARRICADES SHALL BE FILLED WITH WATER OR WEIGHED DOWN WITH 2 50-LB

SAND BAGS.

A1 CONSTRUCTION SAFETY PHASING NOTES

CONSTRUCTION

SAFETY AND

PHASING PLAN

DETAILS

ALB

JCW

ALB

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

C om m er ci al

H an ga r D es

B id

\2

5.

6.

C

AD

D

\x

2_ G

C S er ie s.

dw g 3/

/2

4:

P M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

COMMERCIAL HANGAR

BUILDING

XR

EF

S:

x xx _O ld H or iz on ta l A lig nm en ts x

2_

Ba se x

2_ C

SP

P x2

_S ch em at ic _G eo m et ry x

2_ U til iti es x

2_

St an da rd

_t b

X2523602_GC SERIES

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

CITY IFB NO. 26-011-HG

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MARCH 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

AVCON PROJECT NO. 2025.236.02

CAUTION LIGHT

SECURED TO BARRIER

(TWO PER BARRIER)

COLOR: RED

REFLECTIVE MEDIA (ORANGE

AND WHITE STRIPES)

4' (TYP)

SEE NOTES

BARRICADE

TO BE SAND

BAGGED

ONLY

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 WEIGHED IN A WAY TO PREVENT MOVEMENT

DUE TO WIND, JET BLAST, OR PROP WASH.

5. PLACEMENT, MAINTENANCE, AND REMOVAL OF BARRICADES SHALL

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

CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE.

20"x20" BRIGHT ORANGE FLAG, SEE DETAIL A3 THIS

SHEET. PROVIDE 12 GAUGE WIRE STIFFENER (TWO

PER BARRIER) MAX HEIGHT ABOVE GROUND: 14"

A4 LOW PROFILE BARRICADE DETAILA3 AVIATION FLAG DETAIL

AVIATION ORANGE

AVIATION WHITE

20" MIN.

" 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 COMPLIANCE.

3. IF FLASHING AMBER BEACONS ARE PRESENT ON CONSTRUCTION EQUIPMENT OR

CONTRACTOR VEHICLES, FLAGS SHALL NOT BE REQUIRED. BEACONS MUST BE

LOCATED AT THE HIGHEST POINT OF THE CONSTRUCTION EQUIPMENT TO

SUPERCEDE THE NEED FOR CONSTRUCTION FLAGS.

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UG

C

UG

C

UG

C

UG

C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

W W W W W W

W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

UGE UGE

UGEUGEUGEUGEUGEUGEUGE

UGE

UGE

UGE UGE UGE UGE

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

U G

E U

G E

U G

E

UGE U

G

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

U G

E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E

UGE

UGE

U

G E

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

UGE

S

E

E

UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGEUGEUGEUGEUGEUGE

W W W W W W

W W

W W

TLO

FA

TLO

FA

TLOFA

TLO

FA

TLO

FA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

CB

CB

YDYD

CB

CB

UGEUGE

U G

E U

G E

UGEUGEUGEUGEUGEUGEUGEUGE

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

RW

RW

RW

RW

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

TLOFA

TLOFA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas

Gas

Gas

Gas

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

SS

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

CBCB

CB

CB

S

E

E

E EE EEE

E

E

EE

E

E

E E

W W

W W

W W

W W

E

E

E

E

FO

FO

FO

FO

FO

F

E

E FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC

FO

C

FO

C

FO

C

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC FOC FOC FOC FOC

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

UGE UGE UGE UGE UGE

U G

E U

G E

UGE UGE UGE UGE UGE

UGE UGE

UGE

U G

E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

UG

E

UG

E

U G

E U

G E

U G

E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

SRVC

ELEC

ELEC.

.0

0'

74.00'

76.00'75.00'

78.00'

78.00'

78.00'

78.00'

78.00'

80.00'

80.00'

.00

80.00'

80.00'

.00

80.00'

.0

0'

.0 0'

.0

0'

.0

0'

77.00'

77.00'77.00'

.0

0'

79.00'

79.00'

79.00'

79.00'

.00

79.00'

79.00'

80.00'

81.00'

.0

0'

81.00'

81.00'

81.00' 81.00'

.0

0'

.0

0'

.0

0'

.0 0'

.0

0'

.0

0'

76.00'

76.00'

.0

0'

.0

0'

75.00'

75.00'

78.00'80 .0

0'

79.00'

.0

0'

.0

0'

E

E

LS

LS

CO

CO

CO

CO

CO CO

CO

CO

I

I

I II

FO

FO

F

I

0'

GRAPHIC SCALE (FT)

20' 40'

NORTH

B1 EXISTING CONDITIONS AND DEMOLITION PLAN

A3 SHEET LEGEND AND KEYED NOTESA1 SHEET NOTES A4 KEY PLAN

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, POTABLE WATER LINES, 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 THE CONTRACTOR'S

EXPENSE BY A SURVEYOR SELECTED BY THE OWNER.

6. EXISTING INFRASTRUCTURE TO REMAIN AND BE PROTECTED INP LACE, SHALL BE

REPLACED WITH NEW ITEMS IF DAMAGED/BROKE/DISPLACED/ADVERSELY AFFECTED BY

THE DEMOLITION OPERATIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER OR THE PROJECT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT

THE EXISTING AIRFIELD INFRASTRUCTURE THROUGHOUT THE PROJECT DURATION.

7. CONTRACTOR SHALL STOCKPILE SALVAGED ITEMS IN A NEAT AND ORDERLY MANNER.

SALVAGED ITEMS SHALL BE PROTECTED FROM WEATHER AND OTHER POTENTIAL

CAUSED OF DAMAGE THROUGHOUT THE COURSE OF THE PROJECT.

8. FOR ALL EXISTING UTILITY LOCATIONS WITHIN THE VICINITY OF THE PROJECT, IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT OR ACTUAL

LOCATION OF ALL UNDERGROUND UTILITIES OR APPURTENANCES, AS NEEDED, PRIOR

TO CONSTRUCTION. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR

EXPLORATORY SERVICES. ANY DAMAGE TO EXISTING UTILITIES OR FACILITIES NOT

SPECIFICALLY MARKED FOR DEMOLITION OR REMOVAL SHALL BE REPAIRED AND/OR

REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AIRPORT BLVD

AIRPORT BLVD

EXISTING ROADWAY MARKING, (TYP.)

EXISTING TAXILANE T-1

EXISTIN

G

TAXILAN

E T-6

EXISTING ROADWAY

SIGN, (TYP.)

EXISTING TURF AREA

EXISTING TURF AREA

EXISTING

DRY

RETENTION

POND AREA

POND

BOTTOM

ELEV: 72.00'

HANGAR

EXISTING

ROADWAY

MARKING, (TYP.)

EXISTING

TAXILANE

CENTERLINE

MARKING, (TYP.)

EXISTING LEASE LINE

BOUNDARY, (TYP.)

EXISTING

CONDITIONS AND

DEMOLITION PLAN

ALB

JCW

ALB

EXISTING TAXILANE

OBJECT FREE AREA,

(TYP.)

KEYED NOTES:

1. EXISTING DRAINAGE STRUCTURE TO BE PROTECTED IN PLACE.

2. EXISTING DRAINAGE PIPE TO BE PROTECTED IN PLACE, (TYP.).

3. EXISTING UTILITY STRUCTURE TO BE PROTECTED IN PLACE.

4. EXISTING UTILITY LINE TO BE PROTECTED IN PLACE, (TYP.).

5. EXISTING STRUCTURES LINE TO BE PROTECTED IN PLACE, (TYP.).

6. EXISTING EDGE OF PAVEMENT, (TYP.)

1 1 1

EXISTING FENCE LINE, (TYP.)

EXISTING MINOR CONTOURS, (TYP.)

EXISTING MAJOR CONTOURS, (TYP.)

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

C om m er ci al

H an ga r D es

B id

\2

5.

6.

C

AD

D

\x

2_ C

E Se rie s.

dw g

3/

/2

4:

P

M

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

COMMERCIAL HANGAR

BUILDING

XR

EF

S:

x xx _O ld H or iz on ta l A lig nm en ts x

2_

St an da rd

_t b x2

_B as e x2

_D em ol iti on x

2_ Ex

Su rfa ce _C om bi ne d

X2523602_CE SERIES

PROFESSIONAL SEAL

CLIENT LOGO

B

ID

D O

C U

M

EN

TS

CADD:

CITY IFB NO. 26-011-HG

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MARCH 2026

DJN

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

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

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

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

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

AVCON PROJECT NO. 2025.236.02

NORTH

00.00'

00.00'

EXISTIN

G

TAXILAN

E T-5

EXISTING

TRAFFIC SIGN,

(TYP.)

CATCH BASIN

GRATE EL. = 80.10'

S. INV. EL.= 76.29'

E. INV. EL. = 76.30'

W. INV. EL. = 76.48'

BTM. EL. = 76.30'

CATCH BASIN

GRATE EL. = 80.05'

E. INV. EL. = 76.05'

W. INV. EL. = 76.03'

BTM. EL. = 76.06'

YARD DRAIN

GRATE: 80.31'

NW INV: 76.07'

SE INV: 76.07'

YARD DRAIN

GRATE: 80.31'

NW INV: 75.83'

SE INV: 75.83'

CATCH BASIN

GRATE: 80.85'

NE INV: 77.80'

CATCH BASIN

GRATE: 79.25'

NW INV: 75.52'

SE INV: 72.53'

MES

INV: 72.00'

MES

INV. 15" RCP = 72.01'

MES

INV: 72.00'

CATCH BASIN

GRATE: 76.50'

SW INV: 72.18'

CATCH BASIN

GRATE EL. = 76.12'

E. INV. EL. = 72.70'

BTM. EL. = 72.92'

SEWER MANHOLE

RIM EL. = 76.41'

E. INV. EL. = 64.86'

S. INV. EL. = 64.96'

W. INV. EL. = 64.98'

SEWER MANHOLE

RIM EL. = 79.79'

N. INV. EL. = 74.93'

S. INV. EL. = 72.03'

W. INV. EL. = 72.03'

N.W. INV. EL. = 72.11'

CATCH BASIN

GRATE EL. = 79.04'

N. INV. EL. = 76.69'

BTM. EL. = 76.88'

MITERED END

SECTION

INV. 10" PVC = 79.29'

SEWER MANHOLE

RIM EL. = 81.05'

S. INV. EL. = 75.64'

W. INV. EL. = 75.67'

10" PVC10" PVC 10" PVC 10" PVC

15" PVC

10" PVC

" P

VC

15" PVC

15" PVC

AutoCAD SHX Text S

C

UG

C

UG

C

UG

C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

U G C

W W W W W W

W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC

WATER

WATER

UGE UGE

UGEUGEUGEUGEUGEUGEUGE

UGE

UGE

UGE UGE UGE UGE

U G

E U

G E

U G

E

UGE

UGE

UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

U G

E U

G E

U G

E

UGE U

G

E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

U G

E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E

UGE

UGE

U

G E

UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE

UGE

S

E

E

UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

UGEUGEUGEUGEUGEUGE

W W W W W W

W W

W W

TLO

FA

TLO

FA

TLOFA

TLO

FA

TLO

FA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

CB

CB

YDYD

CB

CB

UGEUGE

U G

E U

G E

UGEUGEUGEUGEUGEUGEUGEUGE

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

RW

RW

RW

RW

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

TLOFA

TLOFA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLO

FA

TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA TLOFA

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas Gas

Gas

Gas

Gas

Gas

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

G as

SS

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

SS

SS

SS

SS

SS

SS

SS

CBCB

CB

CB

W

S

W

W

E

E

E EE EEE

E

E

EE

E

E

E E

W W

W W

W W

W W

W

E WATERWATER

WATERWATER

WATERWATER

E

E

E

FO

FO

FO

FO

FO

F

E

E

W

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC

FO

C

FO

C

FO

C

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC FOC FOC FOC FOC

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

UGE UGE UGE UGE UGE

U G

E U

G E

UGE UGE UGE UGE UGE

UGE UGE

UGE

U G

E

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE…