ITB_2025-AP-002_BID_DRAWINGS.pdf

PDF 24 MB Posted Mar 19, 2025

Attached to: Aircraft Parking Apron Expansion
Solicitation number: ITB 2025-AP-002
Issued by: Florida

About this file

Written by GovTribe AI · May 1, 2025

This document is a comprehensive set of bid drawings and technical specifications for the Aircraft Parking Apron Expansion Project at the Umatilla Municipal Airport, prepared by AVCON, Inc. for the City of Umatilla, Florida, with funding support from the Federal Aviation Administration (FAA) and the Florida Department of Transportation (FDOT). The project involves expanding the existing aircraft parking apron, installing new aircraft tie-down locations, implementing new apron site lighting, conducting airfield electrical upgrades, and constructing a new dry retention area. The project scope includes clearing and grubbing, site grading and drainage, airfield pavement striping, airport security fence installation, and site restoration. The bid documents are dated March 2025, with project number 453566-1-94-01 and FAA AIP number 3-12-0026-017-2023.

The project will be funded through a combination of FAA and FDOT grants, with the total project area covering approximately 9.57 acres. The bid documents specify detailed technical requirements for pavement construction, including asphalt surface course, lime rock base course, and specific grading and drainage specifications. The project includes precise electrical infrastructure upgrades, with four new 35-foot high mast light poles equipped with TLC-LED-550 fixtures, new electrical circuitry, and comprehensive grounding and protection systems. The contractor will be responsible for all site restoration, including sodding, erosion control, and maintaining a 25-foot wetland buffer throughout the project duration. The construction will be phased, with specific work area limitations and strict safety and phasing requirements to minimize disruption to airport operations.

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X23_Apron_Re-Bid_BidTab.pdf	PDF	Jun 2, 2025
X23_Apron_2025-AP-002_Addendum_4.pdf	PDF	Apr 11, 2025
X23_Apron_2025-AP-002_Addendum_4.pdf	PDF	Apr 11, 2025
X23_Apron_2025-AP-002_Addendum_3_wAtts.pdf	PDF	Apr 9, 2025
X23_Apron_2025-AP-002_Addendum_3_wAtts.pdf	PDF	Apr 9, 2025
X23_Apron_2025-AP-002_Addendum_2.pdf	PDF	Apr 4, 2025
X23_Apron_2025-AP-002_Addendum_2.pdf	PDF	Apr 4, 2025
X23_Apron_2025-AP-002_Addendum_1.pdf	PDF	Mar 28, 2025
X23_Apron_2025-AP-002_Addendum_1.pdf	PDF	Mar 28, 2025
ITB_2025-AP-002_Locked_Excel_Bid_Sheet_Apron.xlsx	XLSX spreadsheet	Mar 19, 2025
ITB_2025-AP-002_NOTICE_TO_BIDDERS.pdf	PDF	Mar 19, 2025
ITB_2025-AP-002_Locked_Excel_Bid_Sheet_Apron.xlsx	XLSX spreadsheet	Mar 19, 2025
ITB_2025-AP-002_NOTICE_TO_BIDDERS.pdf	PDF	Mar 19, 2025
ITB_2025-AP-002_BID_DRAWINGS.pdf	PDF	Mar 19, 2025
ITB_2025-AP-002_BID_DOCUMENTS.pdf	PDF	Mar 19, 2025
ITB_2025-AP-002_BID_DOCUMENTS.pdf	PDF	Mar 19, 2025

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UMATILLA MUNICIPAL AIRPORT

AIRCRAFT PARKING APRON EXPANSION

NO. DATE DESCRIPTION

REVISIONS

DATE

FDOT PTGA NO.

FAA AIP NO.

AVCON PROJ NO.

MARCH 2025

453566-1-94-.1

3-12-0026-017-2023 2023.352.02

VICINITY MAP

N.T.S.

LOCATION MAP

KEY WEST

FT.PIERCE

DAYTONA BEACH

TITUSVILLE

PANAMA CITY

PENSACOLA TALLAHASSEE

JACKSONVILLE

ORLANDO

TAMPA

ST.PETERSBURG

MIAMI

LOCATION OF PROJECT

N.T.S.

UMATILLA, FLORIDA.

GAINESVILLE

AVCON, INC.

ENGINEERS & PLANNERS

5555 MICHIGAN STREET, SUITE 200, ORLANDO, FL.

32822

OFFICE: (407)599-1122

www.avconinc.com

MELBOURNE

UMATILLA, FLORIDA

PROJECT AREA

PROFESSIONAL SEAL

PLANS PREPARED BY:

GENERAL NOTESA1

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

- X

A pr on a nd

B ea co n\

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D D

dw g 3/

P M

UMATILLA MUNICIPAL

AIRPORT, UMATILLA,

FLORIDA

AIRCRAFT PARKING

APRON EXPANSION

2_ tb 2335202G002

PROFESSIONAL SEAL

D O

C U

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. 453566-1-94-01

3-12-0026-017-2023

2023.352.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MARCH 2025

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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

SHEET INDEXB4

ABBREVIATIONSA4

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 UMATILLA LAND DEVELOPMENT CODE AND

ENGINEERING STANDARDS, FAA ADVISORY CIRCULARS, 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. 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 AND RUNWAY 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 UMATILLA 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 BOWMAN CONSULTING GROUP, LTD, INC. DATED 10-10-2023.

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 AS DEPICTED ON THE

RESTORATION PLAN. ALL AREAS OF SODDING SHALL BE SMOOTH AND FREE OF RUTTING

AT THE COMPLETION OF THE PROJECT. WHERE ROLLED SOD IS UTILIZED,

MESH/NETTING SHALL BE REMOVED AND DISPOSED OFF SITE AT NO ADDITIONAL COST

TO THE OWNER. MESH NETTING SHALL NOT BE BURIED OR DISPOSED ON SITE.

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 10 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.

SEAL

KNM

DJN

G002

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

GENERAL NOTES,

SHEET INDEX &

ABBREVIATIONS

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

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

0.0000

OFA

TLOFA TLOFA

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

E E

GRAPHIC SCALE (FT)

1206030

N O

CONSTRUCTION SAFETY AND PHASING PLANB1

SHEET LEGENDA1 CONSTRUCTION SAFETY AND PHASING NOTESA2

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

- X

A pr on a nd

B ea co n\

- C A

D D

R eB id

dw g 3/

P M

UMATILLA MUNICIPAL

AIRPORT, UMATILLA,

FLORIDA

AIRCRAFT PARKING

APRON EXPANSION AND

ROTATING BEACON

REHABILITATION

2_ tb x

Ba se m ap x

2_ G eo m x

2_ C

P x2

_A irf

Li te

2335202G003

PROFESSIONAL SEAL

D O

C U

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453566-1-94-01

3-12-0026-017-2023

2023.352.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MAY 2024

KNM

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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN

G003

DJN

KNM

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING FENCELINE, (TYP.)

RUNWAY OBJECT FREE

AREA, (TYP.)

RUNWAY SAFETY

AREA, (TYP.)

EXISTING

TREELINE,

(TYP.)

WETLAND

LIMIT

PROPOSED CHAIN-LINK FENCE, SEE

THE GEOMETRY PLAN FOR

ADDITIONAL INFORMATION.

NEW GRASS AIRCRAFT TIE-DOWN

AREAS, SEE THE GEOMETRY PLANS

FOR ADDITIONAL INFORMATION.

NEW TAXIWAY EDGE LIGHTING,

SEE THE ELECTRICAL PLANS FOR

ADDITIONAL INFORMATION.

NEW AIRCRAFT TIE-DOWN LOCATION WITH

IN-PAVEMENT TIE-DOWN ANCHORS. SEE THE

GEOMETRY PLANS FOR ADDITIONAL INFORMATION.

NEW APRON SITE LIGHTING, (TYP.).

NEW BURIED ELECTRIC

LINE AND CONDUIT,

(TYP.).

TAXIWAY OBJECT

FREE AREA, (TYP.).

EXISTING

PARKING LOT

EXISTING AIRFIELD

ELECTRICAL VAULT

EXISTING

ROUNDABOUT EXISTING AIRCRAFT

PARKING APRON

PROPOSED NON-MOVEMENT

AREA MARKING, (TYP.).

CONTRACTOR ACCESS ROUTE, (TYP.)

RUNWAY 1-19 (2,875' X 60')

TAXIWAY

HANGAR

T-HANGARS

BOX HANGARHANGAR

EXISTING BLDG

ABANDONDED FBO

TAXILANE

MATUSIK WAY

EAST C

ASSAD

Y STR

EET

CONTRACTOR ACCESS TO EAST CASSADY SHALL BE FROM ROSE STREET/SOUTH

PINE AVE OR FROM U.S. HWY 19. CONTRACTOR TO EXERCISE EXTREME CAUTION

REGARDING CONSTRUCTION TRAFFIC NOISE ALONG THE RESIDENTIAL ROADS

OUTSIDE OF WORKING HOURS, AS WELL AS ADHERE TO ALL POSTED SPEED

LIMITS AT ALL TIMES.

CONTRACTOR STAGING,

LAY-DOWN, STORAGE, AND

PARKING AREA

WORK AREA A BOUNDARY

WORK AREA B BOUNDARY

WORK AREA B-1 BOUNDARY

WORK AREA C BOUNDARY

STABILIZED ACCESS ROAD,

ITEM GP-80, SEE DETAIL

B3/G004 FOR ADDITIONAL

INFORMATION

TAXI ROUTE, COLOR

CORRESPONDS TO THE

APPLICABLE WORK AREA

CONTRACTOR ACCESS

ROUTE

LOW PROFILE BARRICADES

(COLOR CORRESPONDS TO

THE APPLICABLE WORK

AREA), SEE DETAIL A3/G004

FOR ADDITIONAL

INFORMATION.

WORK AREA A

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

LIMITS, INCLUDING, BUT NOT LIMITED TO EXCAVATION/GRADING, DRAINAGE, SITE LIGHTING, PAVING, PAVEMENT MARKING OPERATIONS, AND GRUBBING.

2. WORK AREA A SHALL BE LIMITED TO 90 CONSECUTIVE CALENDAR DAYS. WORKING HOURS

SHALL BE MONDAY-FRIDAY, 7:00AM-5:00PM. THE OWNER SHALL BE NOTIFIED TWO WEEKS

IN ADVANCE OF THE START OF WORK AREA A.

3. FOR THE DURATION OF WORK AREA A, THERE WILL BE NO ACCESS TO TWO OF THE

EXISTING AIRCRAFT TIE-DOWN AREAS. RUNWAY 1-19, THE REMAINING APRON AREA, AND

ADJACENT APRON CONNECTOR SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF

THIS WORK AREA.

WORK AREA B

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

LIMITS, INCLUDING, BUT NOT LIMITED TO EXCAVATION/GRADING, DRAINAGE, AIRFIELD

ELECTRICAL, PAVING, AND PAVEMENT MARKING OPERATIONS.

2. WORK AREA B SHALL BE LIMITED TO 7 CONSECUTIVE CALENDAR DAYS. WORKING HOURS

SHALL BE MONDAY-FRIDAY, 7:00AM-5:00PM. THE OWNER SHALL BE NOTIFIED TWO WEEKS

IN ADVANCE OF THE START OF WORK AREA B.

3. FOR THE DURATION OF WORK AREA B, THERE WILL BE A PARTIAL TAXIWAY CLOSURE. THE

NEW APRON AREA, EXISTING APRON AREA, ADJACENT APRON CONNECTOR, AND RUNWAY

1-19 SHALL REMAIN OPEN AT ALL TIMES FOR THE DURATION OF THIS WORK AREA.

WORK AREA B-1

1. WORK AREA B-1 SHALL CONSIST OF PAVEMENT MARKING OPERATIONS ONLY.

2. WORK AREA B-1 SHALL BE LIMITED TO 1 CONSECUTIVE CALENDAR DAYS AND BE

CONCURRENT WITH WORK AREA B. WORKING HOURS SHALL BE MONDAY-FRIDAY,

7:00AM-5:00PM. THE OWNER SHALL BE NOTIFIED 48-HOURS IN ADVANCE OF THE START OF

WORK AREA B-1.

3. FOR THE DURATION OF WORK AREA B-1, THERE WILL BE A PARTIAL TAXIWAY CLOSURE.

RUNWAY 1-19 AND THE PORTION OF THE TAXIWAY SOUTH OF THE WORK AREA SHALL

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

WORK AREA C

1. WORK AREA C SHALL CONSIST OF ALL PROJECT RELACTED SCOPE WITHIN THE WORK

AREA LIMITS, INCLUDING, BUT NOT LIMITED TO THE BEACON REHABILITATION, VAULT

MODIFICATIONS, AND UTILITY INSTALLATIONS.

2. WORK AREA C SHALL BE CONCURRENT TO WORK AREAS A AND B. WORKING HOURS SHALL

BE MONDAY-FRIDAY, 7:00AM-5:00PM. THE OWNER SHALL BE NOTIFIED OF ANY POTENTIAL

IMPACTS TO THE BEACON, VAULT, AND ANY AIRFIELD ELECTRICAL 48-HOURS PRIOR TO

ANY SERVICE INTERRUPTION FOR THE DURATION OF THIS WORK AREA.

3. THERE ARE NO ANTICIPATED IMPACTS TO RUNWAY 1-19, THE APRON, OR THE TAXIWAY FOR

WORK AREA C.

SHEET NOTES:

1. HALF-RATE PAVEMENT MARKINGS SHALL BE IN PLACE PRIOR TO THE START OF THE

SUBSEQUENT WORK AREA.

2. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB SITE AT

ALL TIMES.

3. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR LEAVE THE DESIGNATED WORK

AREA WITHOUT PRIOR APPROVAL OR PROPER COORDINATION WITH THE ENGINEER/RPR.

DOING SO MAY RESULT IN THE PERMANENT EXPULSION OF THE CONTRACTOR FROM THE

AIRPORT.

4. THE 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 NOT

ADDITIONAL COST TO THE OWNER.

5. 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 IN

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

REPRESENTATIVE CAPABLE OF COMMUNICATING WITH THE LOCAL AIR TRAFFIC AND

KNOWLEDGEABLE ABOUT MOVEMENT ON ACTIVE AIRFIELD PAVEMENT AREAS. THE

CONTRACTOR SHALL CLOSELY COORDINATE ACCESS ON AND ACROSS OPEN AND ACTIVE

AIRFIELD PAVEMENT WITH THE AIRPORT, AIR TRAFFIC, AND THE RESIDENT ENGINEER.

6. CONTRACTOR PERSONAL VEHICLES SHALL NOT BE PERMITTED, UNDER ANY

CIRCUMSTANCES, OUTSIDE THE DESIGNATED STAGING, LAY-DOWN, PERSONNEL VEHICLES

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.

7. 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 ITEM GP-80, CONSTRUCTION SAFETY AND

PHASING PLAN.

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

ACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROJECT WORK

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

THE WORK AREA, THE CONTRACTOR SHALL TAKE NOTE OF THE FINAL CONDITION OF ALL

ELECTRICAL FIXTURES. THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLACE OR

REPAIR OF ANY ELECTRICAL FIXTURES THAT ARE DAMAGED OVER THE COURSE OF THE

PROJECT OR THAT HAVE BEEN NEGATIVELY IMPACTED AS A RESULT OF THE

CONSTRUCTION OPERATIONS IN THE OPINION OF THE ENGINEER.

9. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES AT

THE END OF EACH DAY WHICH SHALL INCLUDE THE UTILIZATION OF THE FOD-RAZOR

FRICTION MAT. THE NUMBER OF PASSES AND AREAS TO BE MAINTAINED USING THE

FOD-RAZOR FRICTION MAT SHALL BE AT THE DISCRETION O THE RPR. NO ADDITIONAL

MEASUREMENT OR PAYMENT SHALL BE MADE FOR USE OF THE FOD-RAZOR FRICTION MAT

AND SHALL BE CONSIDRED INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND

PHASING PLAN.

10. DUST CONTROL IS CONSIDERED A NECESSARY PART OF WORK AND SHALL BE

IMPLEMENTED CONTINUOUSLY THROUGHOUT EACH WORK AREA. THE CONTRACTOR

SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY THE RPR/ENGINEER

AND SHALL BE INCIDENTAL TO ITEM GP-80, CONSTRUCTION SAFETY AND PHASING PLAN. IF

INADEQUATE DUST CONTROL OCCURS, THE RPR OR ENGINEER RESERVE THE RIGHT TO

HAULT CONSTRUCTION WORK UNTIL ALL DUST IS UNDER CONTROL AND SWEPT AS IT IS A

HAZARD TO AIR TRAFFIC.

11. THE TOTAL APPROXIMATE PROJECT AREA FOR GOPHER TORTOISE SURVEY IS 9.57 AC.

GOPHER TORTOISE SURVEY

BOUNDARY, SEE DETAIL

C4/G004 FOR ADDITIONAL

INFORMATION AND

REQUIREMENTS

EXISTING BEACON TO BE

REMOVED

FLAGGER FOR WORK

AREA C

NEW BEACON AND

ELECTRICAL LINE

WETLAND BUFFER LIMIT

CONSTRUCTION SAFETY AND PHASING NOTESA1

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

- X

A pr on a nd

B ea co n\

- C A

D D

dw g 3/

P M

UMATILLA MUNICIPAL

AIRPORT, UMATILLA,

FLORIDA

AIRCRAFT PARKING

APRON EXPANSION

2_ tb 2335202G004

PROFESSIONAL SEAL

D O

C U

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. 453566-1-94-01

3-12-0026-017-2023

2023.352.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MARCH 2025

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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

STABILIZED ACCESS ROAD DETAILB3

LOW PROFILE BARRICADE DETAILA3

SEAL

CONSTRUCTION

SAFETY AND

PHASING NOTES

AND DETAILS

G004

GOPHER TORTOISE SURVEY NOTESC4

AVIATION FLAG DETAILB4

CONSTRUCTION SAFETY PHASING NOTES:

1. THE WORK AREAS A, B, B-1, AND C 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 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 VEHICLE PARKING AREA.

4. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND

LANDSIDE)CLEAN AND FREE OF DEBRIS. A POWER BROOM AND/OR SWEEPER TRUCK

SHALL BE ON SITE AND AVAILABLE AT ALL TIMES FOR CLEANING OF PAVEMENT

SURFACES. NO DIRECT PAYMENT SHALL BE MADE FOR THE CLEANING AND

MAINTAINING OF EXISTING PAVEMENT SURFACES, AS IT IS A NECESSARY AND

INCIDENTAL PORTION OF THE WORK.

5. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS DIRECTED BY

THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE MADE FOR

CONSTRUCTION SITE DUST CONTROL, AS IT IS A NECESSARY AND INCIDENTAL

PORTION OF THE WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES NECESSARY

TO BE INSTALLED ALONG PUBLIC ROADS DURING CONSTRUCTION TO MEET ALL FDOT

MAINTENANCE OF TRAFFIC REQUIREMENTS.

7. EXISTING PAVEMENT DISTURBED BY WORK IN THE DESIGNATED WORK AREA SHALL BE

RESTORED TO ORIGINAL CONDITION OR BETTER. ALL COSTS ASSOCIATED WITH THE

RESTORATION OF ANY DISTURBED PAVEMENT SHALL BE BORNE BY THE CONTRACTOR.

8. THE CONTRACTOR, EMPLOYEES, SUBCONTRACTORS, SUPPLIERS AND ANY OTHER

UNAUTHORIZED PERSONS ARE ONLY PERMITTED TO ACCESS THE WORK AREA

THROUGH THE STAGING AREA SHOWN ABOVE.

9. 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.

10. 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.

11. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND

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.

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

TO EXISTING TAXIWAYS AND PARKED AIRCRAFTS. 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.

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

CIRCULAR AC 150/5370-2, LATEST EDITION AND FDOT MOT SPECIFICATIONS WHEN

NECESSARY.

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

KEY AIRPORT PERSONNEL.

15. 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 DURING CONSTRUCTION. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR THE NUMBER AND LOCATION OF BARRICADES DURING

ANY TAXIWAY CLOSURES IF NECESSARY.

16. 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.

17. 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.

18. SHOP VAC SHALL BE IN CONTINUOUS USE WHEN REMOVING ASPHALT SLURRY DURING

PAVEMENT CORE TESTING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

PROVIDE AND OPERATE THE SHOP VAC.

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 TAXIWAY OBJECT

FREE AREA.

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

ALL BARRICADES ARE PLACED CORRECTLY.

SAFETY REQUIREMENTS:

1. DURING PERFORMANCE OF THIS CONTRACT, AIRPORT TAXIWAYS AND APRON AREA

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.

2. ALL WORK WHICH IS TOO CLOSE TO AN ACTIVE TAXIWAY TO BE PERFORMED UNDER

OPERATIONAL CONDITIONS SHALL BE PERFORMED WHEN THE TAXIWAY IS NOT IN USE.

SUCH WORK SHALL NOT BE ACCOMPLISHED WITHOUT PRIOR PERMISSION FROM THE

OWNER OR ENGINEER.

3. 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.

4. 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.

5. 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.

6. 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.

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

AND CONSTRUCTION VEHICLES AND EQUIPMENT SHALL BE AS SHOWN ON SHEET G003.

8. 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.

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

ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AND HAVE BEEN

APPROVED BY THE ENGINEER.

10. 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.

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

MOVEMENT RESULTING FROM MAXIMUM ANTICIPATED AIRCRAFT BLAST AND WIND

CONDITIONS.

12. 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 TAXIWAY 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, 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 TAXIWAY 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.

STABILIZED

CONSTRUCTION

ENTRANCE

S R

G R

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

6" M

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,

INCIDENTAL TO ITEM GP-80, STABILIZED CONSTRUCTION ENTRANCE. 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.

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.

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.

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

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

DJN

5.0

104.00

104.50 105.00

104.00

4.0

104.00

105.00

103.00

4.0

105.00

103.00

104.00104.00

103.00 103.00

117.00

116.00

116.00115.00

114.0011 3.0

4.0

104.00

105.00104.00

105.00

104.00 103.00

104.00

103.00

104.00

105.00

104.00

4.0

105.00

104.00

104.50

103.50

104.50

104.50 104.50

103.50

102.50

103.50

3.5

YHYH

T C

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

A A

EMH

TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA TOFA

LPLP

19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

FENCE

DEMOLITION LIMIT

N: 1670130.16 E: 447333.77

PAVEMENT

DEMOLITION LIMIT

N: 1670402.73 E: 447361.14

PAVEMENT DEMOLITION LIMIT

N: 1670392.48 E: 447527.33

GRUBBING LIMIT

N: 1670422.16

E: 447213.26

GRUBBING LIMIT

N: 1670405.70

E: 447491.20

PAVEMENT

DEMOLITION LIMIT

N: 1670539.71 E: 447565.61

PAVEMENT DEMOLITION LIMIT

N: 1670538.92

E: 447578.37

MARKING

DEMOLITION

LIMIT

N: 1670182.50 E: 447511.53

MARKING DEMOLITION LIMIT

N: 1670182.40

E: 447513.81

OH/T

0.0000

C O

N O

GRAPHIC SCALE (FT)

603015

N O

EXISTING CONDITIONS & CIVIL DEMOLITION PLANB1

SHEET LEGENDA1 SHEET NOTESA2

SEAL

EXISTING

CONDITIONS & CIVIL

DEMOLITION PLAN

(SHEET 1 OF 2)

C001

AIRPORT PROPERTY LINE, (TYP.)

EXISTING FENCELINE, (TYP.)

EXISTING APRON

CONNECTOR ALIGNMENT,

SEE SHEET C251 FOR

ADDITIONAL INFORMATION.

EXISTING TAXIWAY

ALIGNMENT, SEE SHEET

C251 FOR ADDITIONAL

INFORMATION.

TAXIWAY

T-HANGAR

TAXILANE

EXISTING BLDG

ABANDONED

FBOCONCRETE

APRON,

(TYP.)

EXISTING PARKING LOT

EXISTING

ROUNDABOUT

EAST C

ASSAD

Y STR

EET

ACCESS ROAD

EXISTING CANTILEVER

GATE WITH CARD

READER ACCESS AND

GATE OPERATOR

SANITARY FORCE

MAIN, (TYP.)

BURIED UNDERGROUND

ELECTRICAL, (TYP.)

WATER MAIN, (TYP.)

YARD

DRAIN,

(TYP.)

BACKFLOW

PREVENTOR, (TYP.)

BURIED COMMUNICATION

LINE, (TYP.)

END

CONDITION

UNKNOWN EXISTING

ANTENNA

ELECTRICAL PULL BOX, (TYP.)

TRANSFORMER,

(TYP.)TREE, (TYP.)

COMMUNICATIONS

PULL BOX, (TYP.)

BOLLARDS,

(TYP.)

CONCRETE

SIDEWALK

EXISTING BEACON, SEE THE

ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION.

GATE VALVE,

(TYP.)TAXIWAY OBJECT

FREE AREA, (TYP.)

EXISTING LIGHT

POLE, (TYP.)

AIRFIELD ELECTRICAL

MANHOLE, (TYP.)

AIRFIELD

ELECTRICAL

VAULT

AIRFIELD ELECTRICAL CONDUIT,

CABLE, AND COUNTERPOISE, (TYP.)

TAXIWAY EDGE

LIGHT, (TYP.)

EXISTING TAXIWAY

CENTERLINE MARKING

EXISTING AIRCRAFT

TIE-DOWN WITH

IN-PAVEMENT ANCHOR,

(TYP.)

EXISTING TIE-DOWN AND

ANCHORS SHALL BE

PROTECTED IN PLACE.

EXISTING TIE-DOWN AND ANCHORS

SHALL BE PROTECTED IN PLACE.

LIMIT OF TOPOGRAPHIC SURVEY, (TYP.)

EXISTING

PEDESTRIAN

GATE

18" HDPE DRAINAGE PIPE

MITERED END SECTION

INV: 101.99'

EXISTING DIRT STOCKPILE. STOCKPILE TO BE USED AS

BORROW, INCIDENTAL TO ITEM P-152, UNCLASSIFIED

EXCAVATION. AREA SHALL BE RE-GRADED AND

RESTORED, SEE THE GRADING PLAN FOR ADDITIONAL

INFORMATION.

DRY RETENTION

AREA

INTERMEDIATE

HOLD BAR

MARKING

RUNWAY OBJECT FREE

AREA, (TYP.)

EXISTING CANTILEVER

GATE WITH CARD

READER ACCESS AND

GATE OPERATOR

END CONDITION

UNKNOWN

EXISTING

PEDESTRIAN GATE

EDGE OF FULL

STRENGTH

PAVEMENT,

(TYP.)

DUAL MITERED

END SECTION

E INV: 102.60'

W INV: 102.65'

DUAL MITERED

END SECTION

E INV: 102.63'

W INV: 102.68'

DUAL 15"X23" RCP

DRAINAGE PIPE

FDOT TYPE

D CURB

C H

E, S

T C

KEY PLANA4

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

- X

A pr on a nd

B ea co n\

- C A

D D

1- C

dw g

UMATILLA MUNICIPAL

AIRPORT, UMATILLA,

FLORIDA

AIRCRAFT PARKING

APRON EXPANSION

2_ tb x

E- G ra de x

2_ Ba se m ap x

D em o x2

_A lig nm en ts x

-K ey

Pl an

2335202C001-C002

PROFESSIONAL SEAL

D O

C U

CADD:

AVCON PROJECT NO.

FAA AIP NO.

FDOT PTGA NO. 453566-1-94-01

3-12-0026-017-2023

2023.352.02

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

MARCH 2025

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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

BENCHMARK

SET 4"X4" CONC. MONUMENT

WITH DISK STAMPED

"BOWMAN LB8030 TRAV"

N: 1670423.57 E: 477506.23

ELEV: 104.829' (NAVD 88)