ITB_15-26-AIR_-_DRAWINGS.pdf

PDF 29 MB Posted Apr 20, 2026

Attached to: Precision Approach Path Indicator (PAPI) Navigational Aid Systems on Runways 7, 25, and 29
Solicitation number: 15-26-AIR
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Apr 29, 2026

This is a set of bid document drawings for the City of New Smyrna Beach Municipal Airport in New Smyrna Beach, Florida, prepared by AVCON, INC. Engineers & Planners. The project involves the replacement of Precision Approach Path Indicator (PAPI) navigational aid systems on Runways 7, 25, and 29, along with associated electrical vault upgrades and civil infrastructure improvements. The scope of work includes demolition of existing electrical infrastructure, installation of new four-box PAPI systems at each runway end, establishment of concrete maintenance pads, installation of new conduit, counterpoise and cable, replacement of the emergency backup generator, modifications to the airfield electrical vault, tree cutting operations, and minor grading and restoration. The project is divided into five work areas with specific durations: Work Areas A and B (Runway 7-25) are limited to 21 consecutive calendar days each with Monday through Friday, 7:00 AM to 5:00 PM working hours; Work Area C (Runway 11-29) is limited to 14 consecutive calendar days; and Work Areas D and E (electrical vault upgrades and cable installation) must be completed within the overall 60 to 90-day project duration. The contractor must coordinate FAA flight checks for each runway's new PAPI system before demolishing existing systems, with completion and FAA approval required prior to operation of new equipment.

The project is funded through FDOT, FAA, and local City funds, with the contract award contingent upon receipt of bids and funding availability. The contractor is responsible for all utility location and verification, site restoration, dust control, FOD (Foreign Object Debris) checks, airfield pavement maintenance, and emergency maintenance of airport hazard lighting and runway closure markers. Sealed bids are to be submitted through the City's eProcurement Portal, and the contract requires compliance with 49 CFR Part 26 regarding nondiscrimination practices. The contractor must provide a Safety Plan Compliance Certification (SPCC) prior to Notice to Proceed and maintain continuous radio communication with Air Traffic Control Tower personnel on frequency 121.325 during all construction operations. Contractor vehicles and equipment must be equipped with aviation safety flags or flashing amber beacons, and all construction activities must remain within designated work areas on airport property. The contractor bears responsibility for all failed quality assurance testing, payment of utility location costs, repair of any damage to existing facilities or pavement, and restoration of surveyed monumentation.

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Other files

File	Type	Posted
Precision_Approach_Path_Indicator_(PAPI)_Navigational_Aid_Systems_on_Runways_7,_25,_and_29.pdf	PDF	Apr 28, 2026
Federal_Contract_Provisions_.pdf	PDF	Apr 22, 2026
ITB_15-26-AIR_-_DAVIS_BACON_WAGE_RATE_DETERMINATION.pdf	PDF	Apr 20, 2026
ITB_15-26-AIR_-_TOPOGRAPHIC_SURVEY.pdf	PDF	Apr 20, 2026
ITB_15-26-AIR_-_GEOTECHNICAL_INVESTIGATIVE_REPORT.pdf	PDF	Apr 20, 2026
ITB_15-26-AIR_-_BID_SPECIFICATIONS.pdf	PDF	Apr 20, 2026
Required_Documentation_and_City_Forms.pdf	PDF	Apr 20, 2026
Draft_Contract.pdf	PDF	Apr 20, 2026
Public_Records.pdf	PDF	Apr 17, 2026

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C O

W M

I I

W M

I I

NEW SMYRNA BEACH MUNICIPAL AIRPORT

NEW SMYRNA BEACH, FLORIDA

PAPI REPLACEMENT ON RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT UPGRADES

BID DOCUMENTS

AVCON, INC.

ENGINEERS & PLANNERS

5555 EAST MICHIGAN ST, SUITE 200 - ORLANDO, FLORIDA 32822

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

www.avconinc.com

2023.287.05

APRIL 2026DATE

REVISIONS

DESCRIPTIONDATENO.

NORTH

N.T.S.

VICINITY MAP

MIAMI

FT.PIERCE

ZEPHYRHILLS

AIRPORT LOCATION

ST.PETERSBURG

TAMPA

TALLAHASSEE

PENSACOLA

PANAMA CITY

KEY WEST

ORLANDO

JACKSONVILLE

TITUSVILLE

DAYTONA BCH.

NEW SMYRNA BEACH, FL

N.T.S.

LOCATION MAP

ITB 15-26-AIR

453565-1-94-01

3-12-0054-029-2023FAA AIG NO.

FDOT FM NO.

NEW SMYRNA BEACH

PROJECT NO.

AVCON PROJECT NO.

N.T.S.

PROJECT MAP

PLANS PREPARED BY:

NEW SMYRNA

BEACH AIRPORT

PONCE DE

LEON INLETTURNBULL

BAY

NORTH

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

AutoCAD SHX Text st

AutoCAD SHX Text

RUNWAY 7 PAPI LOCATION

AutoCAD SHX Text

RUNWAY 25 PAPI LOCATION

AutoCAD SHX Text

AIRFIELD ELECTRICAL VAULT LOCATION

AutoCAD SHX Text

RUNWAY 29 PAPI LOCATION

AutoCAD SHX Text

TREE CLEARING AREA

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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GI SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

A1 GENERAL NOTES A3 ABBREVIATIONS

ABAN. - ABANDONED

APP. - APPROXIMATE

ASP - 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

ML - MATCHLINE

N - NORTHING

NA - NOT ACCEPTABLE

NFPA - NATIONAL FIRE PROTECTION

ASSOCIATION

OFA - OBJECT FREE AREA

O.C - ON CENTER

PVMT - 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

ABAN. - TYPICAL

UG - UNDERGROUND

SHEET 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 BREVARD 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 AN

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 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.

13. DURING THE COURSE OF THIS PROJECT, THE CONTRACTOR WILL BE EXPECTED TO

CROSS ACTIVE AIRPORT PAVEMENT TO MAINTAIN SAFETY EQUIPMENT AND

MEASURES AROUND THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

UNDERGO THE PROPER RADIO TRAINING NECESSARY TO EFFECTIVELY

COMMUNICATE WITH THE AIRPORT TOWER STAFF VIA RADIO WHEN CROSSING ACTIVE

PAVEMENT.

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

THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE

OWNER'S ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION CERTIFIED BY A

FLORIDA REGISTERED PROFESSIONAL SURVEYOR. AS-BUILT DRAWINGS SHALL BE

COMPLETED ON EXISTING DRAWINGS AND ALL PROPOSED LOCATIONS AND

ELEVATIONS SHALL BE UPDATED WITH AS-BUILT INFORMATION.

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. 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. 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.

20. THE CITY OF NEW SMYRNA BEACH RESERVES THE RIGHT TO ELIMINATE ANY ITEMS OF

THE CONTRACT AND PERFORM THESE ITEMS WITH COUNTY SUPPLIED FORCES AND

MATERIALS IN ACCORDANCE WITH SECTION 40 OF THE GENERAL PROVISIONS.

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

HORIZONTAL DATUM.

22. THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM A FIELD

SURVEY PERFORMED BY DEWBERRY DATED 11-03-2023.

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

TESTING REGARDLESS OF THE REASON FOR FAILURE. THE CONTRACTOR SHALL

ENSURE AREAS ARE PASSING OR ABLE TO PASS PRIOR TO REQUESTING QA TESTING.

24. THE CONTRACTOR SHALL HAVE A REPRESENTATIVE ON CALL AT ALL TIMES FOR

EMERGENCY MAINTENANCE OF ON AIRPORT HAZARD LIGHTING, RUNWAY CLOSURE

MARKERS, AND BARRICADES.

25. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL ACTIVATE ANY

ELECTRICAL FIXTURES WITHIN THE INTENDED OVERALL PROJECT WORK AREA AND

TAKE NOTE OF ITS EXISTING CONDITIONS. AFTER CONCLUDING THE OVERALL

PROJECT, CONTRACTOR SHALL REACTIVATE ANY ELECTRICAL FIXTURES WITHIN THE

INTENDED OVERALL PROJECT WORK AREA AND TAKE NOTE OF ITS FINAL CONDITIONS.

GRADING NOTES

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

BE PAID IN ACCORDANCE WITH ITEM P-152.

2. ALL EARTHWORK AND UNCLASSIFIED EXCAVATION QUANTITIES FOR THE PROPOSED

WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION AND

ESTABLISHMENT OF THE PROPOSED CONCRETE PAPI PADS.

3. 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.

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

OTHERWISE DIRECTED BY THE ENGINEER.

5. THE LIMITS FOR HYDROSEEDING OR 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 HIS OR HER

EXPENSE.

6. 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.

7. 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.

8. ALL GRADING AREAS SHALL BE RESTORED WITH SOD. ALL AREAS OF SODDING SHALL

BE SMOOTH AND FREE OF RUTTING AT THE COMPLETION OF THE PROJECT.

9. 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.

FINAL PAYMENTS SHALL NOT BE MADE UNTIL FULL GRASS IS ACHIEVED AS

DETERMINED BY THE CONTRACTOR.

A4 SHEET INDEX

GENERAL NOTES,

ABBREVIATIONS

AND SHEET INDEX

GI002

DJN

JCW

ALB

SHEET INDEX TABLE

SHEET

NUMBER SHEET TITLE

GI001 COVER

GI002 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX

GC100 GENERAL SITE PLAN

GC101 CONSTRUCTION SAFETY AND PHASING PLAN

GC102 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A

GC103 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA B

GC104 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA C

GC105 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA D

GC106 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA E

GC107 CONSTRUCTION SAFETY AND PHASING PLAN NOTES AND DETAILS

GC108 PAPI LSCS AND OCS OBSTACLE OBSTRUCTION MITIGATION PLAN

E001 AIRFIELD ELECTRICAL GENERAL NOTES

E002 AIRFIELD ELECTRICAL SYMBOL LEGEND

E003 AIRFIELD ELECTRICAL KEY PLAN

E004 FOD MITIGATION DETAILS AND NOTES

E101 EXISTING CONDITIONS AND DEMOLITION PLAN

E102 EXISTING CONDTIONS AND DEMOLITION PLAN

E103 EXISTING CONDITIONS AND DEMOLITION PLAN

E104 EXISTING CONDITIONS AND DEMOLITION PLAN

E105 EXISTING CONDITIONS AND DEMOLITION PLAN

E106 EXISTING CONDITIONS AND DEMOLITION PLAN

E107 EXISTING CONDITIONS AND DEMOLITION PLAN

E108 EXISTING CONDITIONS AND DEMOLITION PLAN

E201 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E202 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E203 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E204 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E205 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E206 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E207 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E208 AIRFIELD LIGHTING LAYOUT AND CIRCUITING PLAN

E301 RW 7 PAPI SITING AND LAYOUT

E302 RW 25 PAPI SITING AND LAYOUT

E303 RW 29 PAPI SITING AND LAYOUT

E304 PAPI LIGHT HOUSING ASSEMBLY INSTALLATION DETAILS

E305 PAPI DISTRIBUTION EQUIPMENT RACK DETAILS

E306 PAPI EQUIPMENT GROUNDING DETAILS

E307 PAPI INSTALLATION DETAILS

E308 PAPI INSTALLATION DETAILS

E309 PAPI INSTALLATION DETAILS

E310 PAPI INSTALLATION DETAILS

E311 PAPI INSTALLATION DETAILS

E312 PAPI FOUNDATION DETAILS

E313 DUCT AND ID TAG DETAILS

EV101 EXISTING AIRFIELD LIGHTING VAULT FLOOR PLAN

EV102 EXISTING AIRFIELD LIGHTING GENERATOR EQUIPMENT

EV103 EXISTING AIRFIELD LIGHTING VAULT DISTRIBUTION PANEL SCHEDULE

EV104 EXISITING PANEL A (ATCT) DISTRIBUTION PANEL SCHEDULE

EV105 EXISTING AIRFIELD LIGHTING VAULT AND ATCT ONE-LINE DIAGRAM

EV201 PROPOSED AIRFIELD LIGHTING VAULT AND GENERATOR PLAN

EV202 PROPOSED GENERATOR WIRING PLAN

EV203 PROPOSED AIRFIELD LIGHTING VAULT AND ATCT ONE-LINE DIAGRAM

EV204 GENERATOR PAD DETAIL AND GAS LINE CONNECTION PLAN

CG101 GRADING PLAN

CG102 GRADING PLAN

V:\2023\2023.287.05 - EVB - PAPI Replacement\2023.287.05 - CADD\202328705_GI Series.dwg 4/17/2026 4:46 PM 4/17/2026 4:46 PM

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ROFA

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TLO

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C O

W M

I I

GRAPHIC SCALE (FT)

700350175

NORTH

A1 SHEET LEGEND A2 SHEET 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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GC SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

SEAL

GENERAL SITE PLAN

GC100

DJN

ALB

B1 GENERAL SITE PLAN

1. THE PROJECT GENERALLY CONSISTS OF THE REPLACEMENT OF THE PRECISION APPROACH PATH INDICATOR FIXTURES FOR RUNWAYS 7, 25, AND 29 AT THE NEW SMYRNA BEACH MUNICIPAL AIRPORT. ASSOCIATED ELECTRICAL INFRASTRUCTURE IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO REPLACEMENT OF THE APPLICABLE PAPI POWER AND CONTROL SERVICES, NEW CONDUIT, COUNTERPOISE AND CABLE INSTALLATIONS, REPLACEMENT OF THE EMERGENCY BACKUP GENERATOR, ANY NECESSARY MODIFICATIONS IN THE AIRFIELD ELECTRICAL VAULT TO ACCOMMODATE THE NEW PAPI INSTALLATIONS, AND INSTALLATION OF NEW CONCRETE PAPI MAINTENANCE PADS. ADDITIONALLY CIVIL RELATED ITEMS ASSOCIATED WITH THIS PROJECT INCLUDE BUT IS NOT LIMITED TO TREE CUTTING OPERATIONS AND MINOR GRADING AND RESTORATION OPERATIONS.

2. INSTALLATION OF NEW PAPI SYSTEMS SHALL OCCUR ONLY WHEN THE CORRESPONDING RUNWAY IS CLOSED AND UNAVAILABLE TO AIRCRAFT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER ONE WEEK PRIOR TO ANY RUNWAY CLOSURES SO THAT THE APPROPRIATE NOTAMS MAY BE ISSUED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL NEW ELECTRICAL FIXTURES IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING OR RESTORING THE CONSTRUCTION ACCESS ROUTES SEEN ON SHEETS GC101-GC106 AS NEEDED TO MAINTAIN SAFE AND

EFFICIENT ACCESS TO THE PROJECT SITE.

5. THE CONTRACTOR SHALL KEEP ALL ACTIVE PAVEMENT SURFACES (AIRSIDE AND LANDSIDE) CLEAN AND FREE OF DEBRIS. A POWER BROOM OR EQUIVALENT 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.

6. UPON APPROVAL FROM THE ENGINEER OF RECORD AND THE OWNER, THE CONTRACTOR SHALL BE PERMITTED TO PERFORM NIGHTTIME CONSTRUCTION. IF APPROVED, THE CONTRACTOR SHALL PROVIDE A NIGHTTIME LIGHTING PLAN TO BE APPROVED BY THE ENGINEER. THE LIGHTING PLAN SHALL ADHERE TO REQUIREMENTS SET FORTH IN THE FAA

AIRPORT CIRCULAR 150-5370-2(CURRENT EDITION).

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DETAILED AS-BUILTS OF THE RUNWAY 7, 25, AND 29 PAPI CIRCUITRY AND ANY ELECTRICAL INFRASTRUCTURE ASSOCIATED WITH

THE NEW INSTALLATION.

8. THE CONTRACTOR SHALL LOCATE AND UTILIZE EXISTING DUCTS WHERE SHOWN ON PLANS. IF NECESSARY, THE CONTRACTOR SHALL MANDREL EXISTING DUCTS TO DETERMINE ACCEPTABILITY FOR USE. IF EXISTING DUCTS SHOWN ARE DAMAGED, NONEXISTENT, OR ROUTED DIFFERENTLY, CONTACT THE ENGINEER.

9. THE CONTRACTOR SHALL POSITION THE NEW PAPI LHA WITH SURVEY INSTRUMENTS IN ACCORDANCE WITH SHEETS E301-E303. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL NEW BASE CANS PRIOR TO INSTALLATION TO DEMONSTRATE ACCURACY OF LAYOUT, SPACING INTERVALS, AND COORDINATION WITH SITE FEATURES AS NECESSARY. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO BRING CONFLICTS TO THE ATTENTION OF THE ENGINEER.

AIRFIELD ELECTRICAL

VAULT

MAINTENANCE

HANGER

RUNWAY 7-25 (5,000' X 75')

RUNWAY 2-

(4 ,00

0' X 10

0')

RUNWAY 11-29 (4,319' X 75')

TAXIWAY B

TAXIW

AY B

TAXIWAY A

TAXIW

AY D

TAXIW

AY E

TAXIW

AY C

ATCT

AIRGATE

AVIATION

FBO

AIRPORT

ADMIN

BUILDING

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING FENCELINE,

(TYP.)

HANGAR

AIRCRAFT

PARKING

APRON

AIN

TEN

C E

FRANKLIN

INTERNATIONAL

H W

Y A1A/U .S. R

O U

TE 1/N

IXIE FW

TURNBULL

BAY RD

SUNSET D

RIVE

SOUTH STREET SOUTH STREET

VOLUSIA COUNTY

MOSQUITO

SERVICES

RUNWAY

OBJECT FREE

AREA, (TYP.)

RUNWAY SAFETY

AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

SUNSET

DRIVE

NEW SMYRNA

BEACH

SPORTS

COMPLEX

LOST LAGOON

RESTAURANT

EXISTING AIRPORT

AWOS

AER

SKYLINE DRIVE

NEW PAPI HOMERUN ELECTRICAL

INFRASTRUCTURE TO BE INSTALLED.

NEW FOUR BOX PRECISION APPROACH PATH

INDICATOR (PAPI) SYSTEM LOCATION, (TYP.)

NEW ELECTRICAL AIRFIELD VAULT

UPGRADES AS NECESSARY TO

ACCOMMODATE AIRFIELD PAPI

INSTALLATIONS.

PROPOSED RUNWAY

7 PAPI LOCATION

PROPOSED RUNWAY

25 PAPI LOCATION

PROPOSED RUNWAY

29 PAPI LOCATION

TAXIW

AY D

TAXIW

AY E

TAXIWAY A

RUNWAY 7 PAPI CIRCUIT HOMERUN

JUNCTION CAN PLAZA LOCATION

RUNWAY 29 PAPI CIRCUIT

HOMERUN JUNCTION CAN PLAZA

LOCATION

RUNWAY 25 PAPI CIRCUIT

HOMERUN ELECTRICAL

MANHOLE LOCATION

PROPOSED TREE CLEAR

CUTTING AREA, SEE

SHEET GC108 FOR MORE

INFORMATION.

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GRAPHIC SCALE (FT)

700350175

NORTH

A1 SHEET LEGEND A4 HDPE LOW PROFILE BARRICADEA2 SHEET 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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GC SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN

GC101

DJN

ALB

B1 CONSTRUCTION SAFETY AND PHASING PLAN

NOTES:

1. BARRICADES SHALL BE 6" X 8' AIRPORT LOW PROFILE BARRICADE (ORANGE) AS

MANUFACTURED BY NEUBERT AERO CORP OR AN APPROVED EQUIVALENT.

2. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE ACCEPTABLE.

3. EXACT LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION BY THE ENGINEER.

4. BARRICADES SHALL BE WATER FILLED OR WEIGHTED 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 (MOT).

360° SOLAR-POWERED

FLASHING RED WARNING

LIGHT

SAFETY ORANGE AND

WHITE, HIGH IMPACT, UV

RESISTANT, HDPE

WATER-FILLED BARRICADE

6" X 6' ORANGE AND WHITE

REFLECTIVE SHEETING,

CLASS B

CONNECTOR TO

NEXT UNIT, (TYP.)

8' (TYP.)

6" (T

CONSTRUCTION SAFETY, PHASING AND SITE ACCESS NOTES:

1. ANY STOCKPILED MATERIALS AND EQUIPMENT VEHICLES ON SITE ARE NOT

PERMITTED WITHIN THE RSA OR ROFA OF AN OPERATIONAL RUNWAY, UNLESS

GIVEN PROPER APPROVAL FROM THE RPR, AIRPORT STAFF AND ATCT.

2. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A QUALIFIED REPRESENTATIVE

ON SITE THAT CAN PROPERLY COMMUNICATE WITH THE ATCT STAFF VIA RADIO

COMMUNICATIONS AT ALL TIMES. RADIO FREQUENCY SHALL BE SET TO 121.325 AT

ALL TIMES DURING CONSTRUCTION OPERATION DAYS. ANY CONTRACTOR

VEHICLES PRESENT ON THE CONSTRUCTION SITE WILL BE REQUIRED TO HAVE

THEIR VEHICLES EQUIPPED WITH RADIOS. BASED ON THE RESPECTIVE WORK

AREA, PORTIONS OR ALL OF THE AIRPORT WILL REMAIN OPEN AND ACTIVE

DURING THE COURSE OF THIS PROJECT. MAINTAINING OPEN LINES OF

COMMUNICATION WITH THE TOWER IS REQUIRED AT ALL TIMES.

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

AREA WITHOUT PRIOR APPROVAL OR COORDINATE PROPERLY WITH THE

REQUIRED PARTIES MAY RESULT IN PERMANENT EXPULSION FROM THE AIRPORT.

4. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE

CONTINUALLY SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT

ACTIVE AIRFIELD PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION

DEBRIS, DUST, OR FOD. SELECTIVE SWEEPING AND AIRFIELD PAVEMENT

MAINTENANCE MAY BE DIRECTED BY THE RPR AND SHALL BE INCIDENTAL TO ITEM

GP-80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE (MOT).

5. THE CONTRACTOR SHALL HAVE A REPRESENTATIVE ON CALL AT ALL TIMES FOR

EMERGENCY MAINTENANCE OF ON AIRPORT HAZARD LIGHTING, RUNWAY

CLOSURE MARKERS, AND BARRICADES.

6. THE CONTRACTOR SHALL ACTIVELY MONITOR THE STATUS OF ANY RUNWAY

CLOSURE MARKERS ON SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP

ALL ACTIVE RUNWAY CLOSURE MARKERS OPERATIONAL AND FULLY FUNCTIONING

WHILE IN USE.

7. DURING THE COURSE OF THIS PROJECT THE CONTRACTOR WILL HAVE TO CROSS

OVER EXISTING ASPHALT PAVEMENT AREAS TO ACCESS THE DESIGNATED PLAN

WORK AREAS. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO AVOID

PAVEMENT DAMAGES. ANY PAVEMENT AREAS OUTSIDE OF THE PROJECT SCOPE

OF WORK THAT HAS BEEN ALTERED OR DAMAGED AS A RESULT OF WORK WILL BE

RESTORED TO ORIGINAL CONDITION OR BETTER, AT THE CONTRACTOR'S

EXPENSE.

8. THE CONTRACTOR SHALL PROVIDE A WATER TRUCK AS NEEDED, AND AS

DIRECTED BY THE ENGINEER FOR DUST CONTROL. NO DIRECT PAYMENT SHALL BE

MADE FOR CONSTRUCTION SITE DUST CONTROL, AS IT IS A NECESSARY AND

INCIDENTAL PORTION OF THE WORK. THE CONTRACTOR SHALL BE REQUIRED TO

COORDINATE WITH THE AIRPORT OR THE COUNTY TO ACQUIRE A CONSTRUCTION

WATER METER.

9. THROUGHOUT THE COURSE OF THE PROJECT THE CONTRACTOR SHALL HAVE

ACCESS TO THE SITE VIA MULTIPLE AIRPORT SECURITY GATES. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE ACCESS THROUGH THESE

GATES WITH THE ENGINEER OF RECORD AND AIRPORT STAFF AS NECESSARY TO

FACILITATE THE FLOW OF WORK IN A SAFE AND ORDERLY MANNER. ANY ACCESS

GATE THAT IS DAMAGED OVER THE COURSE OF THE PROJECT SHALL BE

RESTORED TO EXISTING CONDITIONS OR BETTER.

WORK AREA A

WORK AREA B

WORK AREA C

WORK AREA D

WORK AREA E

CONTRACTOR STAGING, STORAGE,

EQUIPMENT LAYDOWN AREA, STOCKPILE

AREA, AND PERSONAL VEHICLE PARKING

AREA

LIGHTED CLOSED RUNWAY MARKER

COLOR CODED BASED ON WORK

AREA, SEE DETAIL C3/GC107. SEE

SHEETS GC102-GC106 FOR

ADDITIONAL INFORMATION.

CONTRACTOR ACCESS ROUTE,

(TYP.)

TAXIWAY B

CONTRACTOR ACCESS

TO SITE SHALL BE

THROUGH AN EXISTING

20' DOUBLE SWING

GATE.CONTRACTOR

ACCESS TO SITE

SHALL BE

THROUGH AN

EXISTING 16'

SWING GATE.

LOW-PROFILE BARRICADES,

SEE DETAIL A4 THIS SHEET

CONTRACTOR ACCESS TO

SITE SHALL BE THROUGH AN

EXISTING CANTILEVER SLIDE

GATE

CONTRACTOR ACCESS TO SITE

SHALL BE THROUGH AN

EXISTING AUTOMATIC

CANTILEVER SLIDE GATE

AIRFIELD ELECTRICAL

VAULT

MAINTENANCE

HANGAR

RUNWAY 7-25 (5,000' X 75')

RUNWAY 2-

(4 ,00

0' X 10

0')

RUNWAY 11-29 (4,319' X 75')

TAXIWAY B

TAXIW

AY B

TAXIWAY A

TAXIW

AY D

TAXIW

AY E

TAXIW

AY C

ATCT

AIRGATE

AVIATION

FBO

AIRPORT

ADMIN

BUILDING

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING FENCELINE,

(TYP.)

HANGAR

AIRCRAFT

PARKING

APRON

AIN

TEN

C E

FRANKLIN

INTERNATIONAL

H W

Y A1A/U .S. R

O U

TE 1/N

IXIE FW

TURNBULL

BAY RD

SOUTH STREET SOUTH STREET

VOLUSIA COUNTY

MOSQUITO

SERVICES

RUNWAY

OBJECT FREE

AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

SUNSET

DRIVE

NEW SMYRNA BEACH

SPORTS COMPLEX

LOST LAGOON

RESTAURANT

EXISTING

AIRPORT

AWOS

SKYLINE DRIVE

TAXIW

AY D

TAXIW

AY E

TAXIWAY A

SUNSET

DRIVE

AERO CRICLE

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C O

W M

I I

GRAPHIC SCALE (FT)

700350175

NORTH

A1 SHEET LEGEND A2 CONSTRUCTION SAFETY AND PHASING PLAN 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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GC SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA A

GC102

DJN

ALB

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA A

CONSTRUCTION SAFETY, PHASING AND SITE ACCESS NOTES:

1. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB

SITE AT ALL TIMES.

2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO

AIRCRAFT AT ALL TIMES.

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

WITHOUT PRIOR APPROVAL OR COORDINATE PROPERLY WITH THE REQUIRED

PARTIES MAY RESULT IN PERMANENT EXPULSION FROM THE AIRPORT.

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

OWNED ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED,

ANY EXISTING AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL

CONDITIONS. ANY ACCESS GATE USED THROUGHOUT THE DURATION OF THE

PROJECT SHALL BE LOCKED BY THE CONTRACTOR WHEN NOT IN USE, UNLESS

MONITORED BY A QUALIFIED CONTRACTOR REPRESENTATIVE.

5. WORK AREA A SHALL BE LIMITED TO 21 CONSECUTIVE CALENDAR DAYS. THE

WORKING HOURS FOR WORK AREA A SHALL BE MONDAY THROUGH FRIDAY, 7:00

AM - 5:00 PM. WORK AREA A SHALL INCLUDE A FULL CLOSURE OF RUNWAY 7-25

AND A PARTIAL CLOSURE OF TAXIWAY A, TAXIWAY B, AND TAXIWAY C. WORK IN

WORK AREA A SHALL TAKE PLACE CONCURRENTLY WITH WORK WITHIN WORK

AREA B.

6. SCHEDULING AND COORDINATION OF A FAA FLIGHT CHECK FOR THE PROPOSED

RUNWAY 7 PAPI SYSTEM IS A NECESSARY PART OF THE PROPOSED WORK.

COMPLETION AND APPROVAL OF THE FAA FLIGHT CHECK IS NECESSARY PRIOR TO

THE DEMOLITION OF THE EXISTING RUNWAY 7 PAPI SYSTEM AND THE OPERATION

OF THE NEW RUNWAY 7 PAPI SYSTEM. THE CONTRACTOR SHALL NOTIFY THE

AIRPORT AND ENGINEERING STAFF OF THE PROPOSED FAA FLIGHT CHECK DATE

ONCE ACQUIRED.

7. THE CONTRACTOR SHALL BE AWARE OF POTENTIAL WET OR SOFT SUBGRADE

CONDITIONS WITHIN THE VICINITY OF THE PROPOSED STAGING AREA. IT IS THE

CONTRACTOR'S RESPONSIBILITY EVALUATE AND VERIFY THE EXISTING SITE

CONDITIONS AND TO ENSURE THE PROPOSED STAGING AREA IS VIABLE FOR

CONSTRUCTION OPERATIONS.

8. WORK AREA A SHALL CONSIST OF ALL CIVIL AND ELECTRICAL SCOPE INCLUDING

BUT NOT LIMITED TO DEMOLITION OF EXISTING ELECTRICAL INFRASTRUCTURE,

ESTABLISHMENT OF NEW CONCRETE MAINTENANCE PADS, INSTALLATION OF A

NEW PAPI FIXTURE, INSTALLATION OF NEW CONDUIT, COUNTERPOISE AND CABLE,

TREE CUTTING OPERATIONS, TREE CUTTING AND MINOR GRADING AND

RESTORATION OPERATIONS.

9. FOD CHECKS AND AIRFIELD LIGHTING FIXTURE CHECKS SHALL BE COMPLETED

PRIOR TO COMPLETING A WORK AREA AND TURNING BACK OVER TO THE OWNER

AND ATCT FOR AIRCRAFT USE.

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

CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED

CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN

THE AOA OR THE ACTIVE WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.

11. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND

APPROVED BY THE RPR. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN A

MANNER ACCEPTABLE TO THE OWNER OR RPR. 2 LIGHTS PER BARRICADE SHALL BE

REQUIRED, WITHOUT EXCEPTION, AND MAXIMUM SPACING BETWEEN BARRICADES

SHALL NOT EXCEED THE LENGTH OF 1 FULL BARRICADE.

12. THE CONTRACTOR IS REQUIRED TO SUPPLY AND MAINTAIN ALL LIGHTED RUNWAY

CLOSURE MARKERS FOR THE DURATION OF THE WORK AREA/PROJECT. RUNWAY

CLOSURE MARKERS SHALL BE PLACED AT BOTH ENDS OF RUNWAY 7-25 CENTERED

DIRECTLY ABOVE THE RUNWAY 7 AND RUNWAY 25 LANDING DESIGNATORS UNLESS

OTHERWISE DIRECTED BY THE RPR, OWNER, OR ATCT MANAGER. LIGHTED CLOSED

RUNWAY MARKERS SHALL REMAIN ON AND IN GOOD WORKING CONDITION IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CSPP.

13. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE

CONTINUALLY SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT

ACTIVE AIRFIELD PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION

DEBRIS, DUST, OR FOD. SELECTIVE SWEEPING AND AIRFIELD PAVEMENT

MAINTENANCE MAY BE DIRECTED BY THE RPR AND SHALL BE INCIDENTAL TO ITEM

GP-80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE (MOT).

CONTRACTOR ACCESS

TO SITE SHALL BE

THROUGH AN EXISTING

16' SWING GATE.

WORK AREA A

CONTRACTOR STAGING, STORAGE,

EQUIPMENT LAYDOWN AREA,

STOCKPILE AREA, AND PERSONAL

VEHICLE PARKING AREA

LIGHTED CLOSED RUNWAY

MARKER, SEE DETAIL C3/GC107

CONTRACTOR ACCESS

ROUTE, (TYP.)

CONTRACTOR ACCESS

ROUTE, (TYP.)

AIRCRAFT TAXI

ROUTES, (TYP.)

HDPE LOW PROFILE

BARRICADE, SEE

DETAIL A4/GC101

TAXIWAY B

AIRFIELD

ELECTRICAL

VAULT

MAINTENANCE

HANGAR

RUNWAY 7-25 (4,856' X 75')

RUNWAY 2-

(4 ,00

0' X 10

0')

RUNWAY 11-29 (4,319' X 75')

TAXIWAY B

TAXIW

AY B

TAXIWAY A

TAXIW

AY D

TAXIW

AY C

ATCT

AIRGATE

AVIATION

FBO

AIRPORT

ADMIN

BUILDING

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING FENCELINE,

(TYP.)

HANGAR

AIRCRAFT

PARKING

APRON

AIN

TEN

C E

FRANKLIN

INTERNATIONAL

H W

Y A1A/U .S. R

O U

TE 1/N

IXIE FW

TURNBULL

BAY RD

SOUTH STREET SOUTH STREET

VOLUSIA COUNTY

MOSQUITO SERVICES

RUNWAY OBJECT

FREE AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

SUNSET

DRIVE

LOST LAGOON

RESTAURANT

EXISTING

AIRPORT

AWOS

SKYLINE DRIVE

TAXIW

AY D

TAXIW

AY E

SUNSET

DRIVE

AERO CRICLE

TAXIW

AY E

NEW SMYRNA BEACH

SPORTS COMPLEX

PLEASE REFER TO SHEET

GC108 FOR MORE

INFORMATION ON PROPOSED

TREE CUTTING OPERATIONS.

SEE NOTE 7.

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700350175

NORTH

A1 SHEET LEGEND A2 CONSTRUCTION SAFETY AND PHASING PLAN 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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GC SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA B

GC103

DJN

ALB

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA B

CONSTRUCTION SAFETY, PHASING AND SITE ACCESS NOTES:

1. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SAFE AND SECURE JOB

SITE AT ALL TIMES.

2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO

AIRCRAFT AT ALL TIMES.

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

WITHOUT PRIOR APPROVAL OR COORDINATE PROPERLY WITH THE REQUIRED

PARTIES MAY RESULT IN PERMANENT EXPULSION FROM THE AIRPORT.

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

OWNED ACCESS GATE THAT IS USED FOR CONSTRUCTION ACCESS. IF DAMAGED,

ANY EXISTING AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL

CONDITIONS. ANY ACCESS GATE USED THROUGHOUT THE DURATION OF THE

PROJECT SHALL BE LOCKED BY THE CONTRACTOR WHEN NOT IN USE, UNLESS

MONITORED BY A QUALIFIED CONTRACTOR REPRESENTATIVE.

5. WORK AREA B SHALL BE LIMITED TO 21 CONSECUTIVE CALENDAR DAYS. THE

WORKING HOURS FOR WORK AREA B SHALL BE MONDAY THROUGH FRIDAY, 7:00

AM - 5:00 PM. WORK AREA B SHALL INCLUDE A FULL CLOSURE OF RUNWAY 7-25

AND A PARTIAL CLOSURE OF TAXIWAY A, TAXIWAY B, AND TAXIWAY C. WORK IN

WORK AREA B SHALL TAKE PLACE CONCURRENTLY WITH WORK WITHIN WORK

AREA A.

6. SCHEDULING AND COORDINATION OF A FAA FLIGHT CHECK FOR THE PROPOSED

RUNWAY 25 PAPI SYSTEM IS A NECESSARY PART OF THE PROPOSED WORK.

COMPLETION AND APPROVAL OF THE FAA FLIGHT CHECK IS NECESSARY PRIOR TO

THE DEMOLITION OF THE EXISTING RUNWAY 25 PAPI SYSTEM AND THE OPERATION

OF THE NEW RUNWAY 25 PAPI SYSTEM. THE CONTRACTOR SHALL NOTIFY THE

AIRPORT AND ENGINEERING STAFF OF THE PROPOSED FAA FLIGHT CHECK DATE

ONCE ACQUIRED.

7. WORK AREA B SHALL CONSIST OF ALL CIVIL AND ELECTRICAL SCOPE INCLUDING

BUT NOT LIMITED TO DEMOLITION OF EXISTING ELECTRICAL INFRASTRUCTURE,

ESTABLISHMENT OF NEW CONCRETE MAINTENANCE PADS, INSTALLATION OF A

NEW PAPI FIXTURE, INSTALLATION OF NEW CONDUIT, COUNTERPOISE AND CABLE,

AND MINOR GRADING AND RESTORATION OPERATIONS.

8. WORK IN WORK AREA B MAY POTENTIALLY TAKE PLACE IN THE VICINITY OF AN

ACTIVE TOFA AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMMUNICATE

WITH THE ATCT STAFF, WORK ON A PULL BACK BASIS, OR SUBMIT A REQUEST FOR

TAXIWAY CLOSURE IF NEEDED SO THAT AIRPORT OPERATIONS CONTINUE TO

OPERATE SAFELY AND EFFICIENTLY.

9. FOD CHECKS AND AIRFIELD LIGHTING FIXTURE CHECKS SHALL BE COMPLETED

PRIOR TO COMPLETING A WORK AREA AND TURNING BACK OVER TO THE OWNER

AND ATCT FOR AIRCRAFT USE.

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

CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED

CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN

THE AOA OR THE ACTIVE WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.

11. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND

APPROVED BY THE RPR. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN A

MANNER ACCEPTABLE TO THE OWNER OR RPR. 2 LIGHTS PER BARRICADE SHALL

BE REQUIRED, WITHOUT EXCEPTION, AND MAXIMUM SPACING BETWEEN

BARRICADES SHALL NOT EXCEED THE LENGTH OF 1 FULL BARRICADE.

12. THE CONTRACTOR IS REQUIRED TO SUPPLY AND MAINTAIN ALL LIGHTED RUNWAY

CLOSURE MARKERS FOR THE DURATION OF THE WORK AREA/PROJECT. RUNWAY

CLOSURE MARKERS SHALL BE PLACED AT BOTH ENDS OF RUNWAY 7-25 CENTERED

DIRECTLY ABOVE THE RUNWAY 7 AND RUNWAY 25 LANDING DESIGNATORS UNLESS

OTHERWISE DIRECTED BY THE RPR, OWNER, OR ATCT MANAGER. LIGHTED CLOSED

RUNWAY MARKERS SHALL REMAIN ON AND IN GOOD WORKING CONDITION IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CSPP.

13. ACTIVE AIRFIELD PAVEMENTS ADJACENT TO ACTIVE WORK AREAS SHALL BE

CONTINUALLY SWEPT AND MAINTAINED BY THE CONTRACTOR TO ENSURE THAT

ACTIVE AIRFIELD PAVEMENT SURFACES ARE CLEAR AND FREE OF CONSTRUCTION

DEBRIS, DUST, OR FOD. SELECTIVE SWEEPING AND AIRFIELD PAVEMENT

MAINTENANCE MAY BE DIRECTED BY THE RPR AND SHALL BE INCIDENTAL TO ITEM

GP-80, CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE (MOT).

CONTRACTOR STAGING, STORAGE,

EQUIPMENT LAYDOWN AREA,

STOCKPILE AREA, AND PERSONAL

VEHICLE PARKING AREA

LIGHTED CLOSED RUNWAY

MARKER, SEE DETAIL C3/GC107

CONTRACTOR ACCESS

ROUTE, (TYP.)

WORK AREA B

CONTRACTOR ACCESS

TO SITE SHALL BE

THROUGH AN EXISTING

20' DOUBLE SWING

GATE.

CONTRACTOR ACCESS

ROUTE, (TYP.)

AIRCRAFT TAXI

ROUTES, (TYP.)

HDPE LOW PROFILE

BARRICADE, SEE

DETAIL A4/GC101

TAXIWAY B

AIRFIELD

ELECTRICAL

VAULT

MAINTENANCE

HANGAR

RUNWAY 7-25 (4,856' X 75')

RUNWAY 2-

(4 ,00

0' X 10

0')

RUNWAY 11-29 (4,319' X 75')

TAXIWAY B

TAXIW

AY B

TAXIWAY A

TAXIW

AY D

TAXIW

AY C

ATCT

AIRGATE

AVIATION

FBO

AIRPORT

ADMIN

BUILDING

AIRPORT PROPERTY

LINE, (TYP.)

EXISTING FENCELINE,

(TYP.)

HANGAR

AIRCRAFT

PARKING

APRON

AIN

TEN

C E

FRANKLIN

INTERNATIONAL

H W

Y A1A/U .S. R

O U

TE 1/N

IXIE FW

TURNBULL

BAY RD

SOUTH STREET SOUTH STREET

RUNWAY OBJECT

FREE AREA, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

SUNSET

DRIVE

LOST LAGOON

RESTAURANT

EXISTING

AIRPORT

AWOS

SKYLINE DRIVE

TAXIW

AY D

TAXIW

AY E

SUNSET

DRIVE

AERO CRICLE

TAXIW

AY E

NEW SMYRNA BEACH

SPORTS COMPLEX

VOLUSIA COUNTY

MOSQUITO SERVICES

AutoCAD SHX Text st

AutoCAD SHX Text

AutoCAD SHX Text st

AutoCAD SHX Text

V:\2023\2023.287.05 - EVB - PAPI Replacement\2023.287.05 - CADD\202328705_GC Series.dwg 4/17/2026 4:46 PM 4/17/2026 4:46 PM

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C O

W M

I I

GRAPHIC SCALE (FT)

700350175

NORTH

A1 SHEET LEGEND A2 CONSTRUCTION SAFETY AND PHASING PLAN 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

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

PAPI REPLACEMENT ON

RUNWAYS 7, 25 AND 29

AND ELECTRICAL VAULT

UPGRADES

202328705_GC SERIES

PROFESSIONAL SEAL

CADD:

AVCON PROJECT NO.

FAA AIG NO.

FDOT FM NO. 453565-1-94-01

3-12-0054-029-2023

2023.287.05

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN 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:

1 2 3 4

S H

C O

, S H

N O

C O

A R

O C

U M

SEAL

CONSTRUCTION

SAFETY AND

PHASING PLAN -

WORK AREA C

GC104

DJN

ALB

B1 CONSTRUCTION SAFETY AND PHASING PLAN - WORK AREA C

CONSTRUCTION SAFETY, PHASING AND SITE ACCESS NOTES:

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

AT ALL TIMES.

2. CONTRACTOR VEHICLES AND CONSTRUCTION EQUIPMENT SHALL YIELD TO AIRCRAFT

AT ALL TIMES.

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

WITHOUT PRIOR APPROVAL OR COORDINATE PROPERLY WITH THE REQUIRED

PARTIES MAY RESULT IN PERMANENT EXPULSION FROM THE AIRPORT.

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

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

EXISTING AIRPORT GATE SHALL BE REPLACED OR RESTORED TO ITS ORIGINAL

CONDITIONS. ANY ACCESS GATE USED THROUGHOUT THE DURATION OF THE

PROJECT SHALL BE LOCKED BY THE CONTRACTOR WHEN NOT IN USE, UNLESS

MONITORED BY A QUALIFIED CONTRACTOR REPRESENTATIVE.

5. WORK AREA C SHALL BE LIMITED TO 14 CONSECUTIVE CALENDAR DAYS. THE

WORKING HOURS FOR WORK AREA B SHALL BE MONDAY THROUGH FRIDAY, 7:00 AM -

5:00 PM. WORK AREA C SHALL INCLUDE A FULL CLOSURE OF RUNWAY 11-29. DURING

WORK WITHIN WORK AREA C, AREAS OF RUNWAY 11-29, TAXIWAY C AND TAXIWAY E

SOUTH OF TAXIWAY ALPHA SHALL BE CLASSIFIED AS NON-MOVEMENT AREAS. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO HAVE RADIO TRAINED PERSONNEL AT ALL

TIMES. THE CONTRACTOR SHALL YIELD TO AIRCRAFT AT ALL TIMES.

6. SCHEDULING AND COORDINATION OF A FAA FLIGHT CHECK FOR THE PROPOSED

RUNWAY 29 PAPI SYSTEM IS A NECESSARY PART OF THE PROPOSED WORK. THE

CONTRACTOR SHALL NOTIFY THE AIRPORT AND ENGINEERING STAFF OF THE

PROPOSED FAA FLIGHT CHECK DATE ONCE ACQUIRED. IF NECESSARY, THE

CONTRACTOR SHALL COORDINATE WITH THE EOR AND AIRPORT STAFF TO PLACE

NOTAMS TO OPERATE THE RUNWAY IN A LIMITED CAPACITY BASED ON THE

REQUIRED FAA FLIGHT CHECK DATE.

7. WORK AREA C SHALL CONSIST OF ALL CIVIL AND ELECTRICAL SCOPE INCLUDING BUT

NOT LIMITED TO DEMOLITION OF EXISTING ELECTRICAL INFRASTRUCTURE,

INSTALLATION OF A NEW PAPI FIXTURE, INSTALLATION OF NEW CONDUIT,

COUNTERPOISE AND CABLE, AND MINOR GRADING AND RESTORATION OPERATIONS.

8. FOD CHECKS AND AIRFIELD LIGHTING FIXTURE CHECKS SHALL BE COMPLETED PRIOR

TO COMPLETING A WORK AREA AND TURNING BACK OVER TO THE OWNER AND ATCT

FOR AIRCRAFT USE.

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

CIRCUMSTANCES WITHIN THE AOA. ONLY PROPERLY MARKED AND LIGHTED

CONTRACTOR VEHICLES OR CONSTRUCTION VEHICLES SHALL BE PERMITTED IN THE

AOA OR THE ACTIVE WORK AREA UNLESS OTHERWISE APPROVED BY THE RPR.

10. BARRICADES SHALL BE PLACED IN THE LOCATIONS IDENTIFIED ON THE PLANS AND

APPROVED BY THE RPR. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN A

MANNER ACCEPTABLE TO THE OWNER OR RPR. 2 LIGHTS PER BARRICADE SHALL BE

REQUIRED, WITHOUT EXCEPTION, AND MAXIMUM SPACING BETWEEN BARRICADES

SHALL NOT EXCEED THE LENGTH OF 1 FULL BARRICADE.

11. THE CONTRACTOR IS REQUIRED TO SUPPLY AND MAINTAIN ALL LIGHTED CLOSURE

MARKERS FOR THE…

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File details come from the government source that posted it. Updated Apr 29, 2026.