ITB_16-26-AIR_-_DRAWINGS.pdf

PDF 4 MB Posted Apr 20, 2026

Attached to: Installation of Wildlife Chain-Link Fence
Solicitation number: 16-26-AIR
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Apr 29, 2026

This document comprises the design drawings and specifications for a wildlife exclusion fence installation project at New Smyrna Beach Municipal Airport in Florida, prepared by AVCON, INC. Engineers & Planners for the City of New Smyrna Beach. The project involves demolition of approximately 18,000 linear feet of existing 6-foot chain-link fence and installation of a new 8-foot chain-link fence with barbed wire and 5-foot wildlife deterrent skirting around the airport perimeter. The scope of work includes clearing and grubbing, removal and salvage of existing airport security gates, installation of new exclusion fence ditch crossings, site restoration, and gopher tortoise survey and relocation activities. The project is divided into three distinct work areas with phased construction schedules: Work Area A limited to 30 consecutive calendar days, Work Area B limited to 30 consecutive calendar days, and Work Area C limited to 15 consecutive calendar days, with one-week advance notice required to the owner before commencing work in each area.

The project requires strict adherence to FAA Advisory Circular AC 150/5370-2 and FDOT standards, with the contractor responsible for maintaining a secure and operational airfield throughout construction, including implementation of temporary security measures if needed. The contractor must complete gopher tortoise surveys and obtain relocation permits prior to construction, with costs for excavation, relocation, and permits paid under allowance items. All work must comply with Volusia County Land Development Code, FDOT Standard Specifications, and applicable regulatory agency requirements. The project is funded by FDOT, FAA, and local New Smyrna Beach Municipal Airport funds, with contract award contingent upon bid receipt and funding availability. The contractor is responsible for utility location verification, field coordination with airport operations including tower communications on frequency 121.325, FOD management practices, as-built survey documentation, and repair of any damage to existing facilities or pavement surfaces.

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Other files

File	Type	Posted
Installation_of_Wildlife_Chain-Link_Fence.pdf	PDF	Apr 28, 2026
Federal_Contract_Provisions_.pdf	PDF	Apr 22, 2026
ITB_16-26-AIR_-_DAVIS_BACON_WAGE_RATE_DETERMINATION.pdf	PDF	Apr 20, 2026
ITB_16-26-AIR_-_SPECIFICATIONS.pdf	PDF	Apr 20, 2026
ITB_16-26-AIR_-_TOPOGRAPHIC_SURVEY.pdf	PDF	Apr 20, 2026
Draft_Contract.pdf	PDF	Apr 20, 2026
Required_Documentation_and_City_Forms.pdf	PDF	Apr 20, 2026
Public_Records.pdf	PDF	Apr 17, 2026

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A A A A

A A

W M

NEW SMYRNA BEACH MUNICIPAL AIRPORT

NEW SMYRNA BEACH, FLORIDA

WILDLIFE FENCE

ISSUE TO BID DRAWINGS

AVCON, INC.

ENGINEERS & PLANNERS

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

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

www.avconinc.com

2025.287.06

APRIL 2026DATE

ISSUE TO BID DRAWINGS

REVISIONS

DESCRIPTIONDATENO.

N.T.S.

VICINTY MAP

LOCATION MAP

16-26-AIR

XXXXXX-X-XX-XXFDOT FM NO.

NEW SMYRNA BEACH

PROJECT NO.

AVCON PROJECT NO.

N.T.S.

PROJECT MAP

PLANS PREPARED BY:

NORTH

NEW SMYRNA

BEACH AIRPORT

PONCE DE

LEON INLET

MIAMI

FT.PIERCE

ZEPHYRHILLS

AIRPORT LOCATION

ST.PETERSBURG

TAMPA

TALLAHASSEE

PENSACOLA

PANAMA CITY

KEY WEST

ORLANDO

JACKSONVILLE

TITUSVILLE

DAYTONA BCH.

NEW SMYRNA BEACH, FL

X-XX-XXX-XXX-XXXXFAA NO.

NORTH

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text W

GENERAL NOTESA1

SHEET INDEXC3

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

AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL

AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY

PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS AND TESTING

ACCORDING TO AGENCY REQUIREMENTS.

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

AND REQUIREMENTS OF THE VOLUSIA 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.

8. 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.

9. CONTRACTOR SHALL KEEP ENGINEER ADVISED OF CONSTRUCTION SCHEDULE

CHANGES SO THAT ENGINEER CAN PROVIDE CONSTRUCTION CERTIFICATIONS TO

JURISDICTIONAL AGENCIES.

10. 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.

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. 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.

13. 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.

14. AS-BUILT SURVEY 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 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 02/23/2026.

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

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

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

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

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

WHOLE OR IN PART, IS STRICTLY PROHIBITED

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P M

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

WILDLIFE FENCE

6_ Ti tle Bl oc k

202528706_GI SERIES

PROFESSIONAL SEAL

ID CADD:

AVCON PROJECT NO.

FDOT FM NO. XXXXXX-X-XX-XX

2025.287.06

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

FAA AIG NO. X-XX-XXXX-XXX-XXXX

GENERAL NOTES,

SHEET INDEX AND

ABBREVIATIONS

GI002

DJN

ABBREVIATIONSC4

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

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

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A A A A

A A

GRAPHIC SCALE (FT)

600'300'150'

NORTH

GENERAL PLANA1 SHEET LEGEND AND SHEET NOTESA4

ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

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

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

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

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

WHOLE OR IN PART, IS STRICTLY PROHIBITED

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NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

WILDLIFE FENCE

Ti tle

Bl oc k x2

G eo m et ry

202528706_GC SERIES

PROFESSIONAL SEAL

ID CADD:

AVCON PROJECT NO.

FDOT FM NO. XXXXXX-X-XX-XX

2025.287.06

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

FAA AIG NO. X-XX-XXXX-XXX-XXXX

GENERAL PLAN

GC101

R U

N W

-2

(4 ,8

' X

RUNW

AY 2-

,00 0'

X 10 0')

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

HWY A1A/U.S. ROUTE 1/N DIXIE FWY

SUNSET DRIVE

TURNBULL BAY ROAD

TURNBULL

BAY ROAD

R K

AIRWAY CIRCLE

U N

D R

INDUSTRIAL DRIVE

AERO CIRCLE

XIW

AY A

XIW

AY A

TAXIWAY C TAXIWAY C

TAXIWAY E TAXIWAY E

TAXIWAY D

HANGAR

NEW SMYRNA BEACH

SPORTS COMPLEX

TAXIWAY OBJECT FREE

AREA, (TYP.)

RUNWAY OBJECT

FREE AREA, (TYP.)

RUNWAY SAFETY

AREA, (TYP.)

AIRPORT

ADMINISTRATION

BUILDING

AIRCRAFT PARKING APRON

C O

U N

O S

HANGAR

NEW SMYRNA BEACH

POLICE DEPARTMENT

NEW SMYRNA BEACH

FLEET MAINTENANCE

RUNWAY OBSTACLE

FREE ZONE, (TYP.)

SKYLINE DRIVE

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

PROPOSED TREELINE LIMIT, ITEM P-151,

(TYP.). SEE DEMOLITION AND GEOMETRY

SERIES FOR MORE INFORMATION.

SHEET NOTES:

1. THIS PROJECT GENERALLY CONSISTS THE DEMOLITION OF EXISTING FENCELINE,

REMOVAL OF EXISTING AIRPORT SECURITY GATES, THE INSTALLATION OF NEW

WILDLIFE EXCLUSION FENCE, INSTALLATION OF FENCE SKIRTING ON EXISTING

FENCELINE, INSTALLATION OF EXCLUSION FENCE DITCH CROSSINGS, SALVAGING AND

RE-INSTALLING AIRPORT GATES, CLEARING AND GRUBBING, AND RESTORATION

OPERATIONS.

2. AIRPORT PERIMETER FENCE SHALL BE MAINTAINED THROUGHOUT THE PROJECT. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SECURED

AIRFIELD AT ALL TIMES. IF THE CONTRACTOR'S SCHEDULE OR PLANNED SEQUENCE

OF EVENTS RESULT IN AN UNSECURED AIRFIELD IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS TO PROVIDE

TEMPORARY FENCING OR TEMPORARY GATES, AND TEMPORARY AIRFIELD SECURITY

PLANS SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER FOR REVIEW AND

APPROVAL. COSTS ASSOCIATED WITH THE TEMPORARY FENCING, TEMPORARY

GATES, AND TEMPORARY AIRFIELD SECURITY PROVISIONS SHALL BE INCIDENTAL TO

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

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

LANDSIDE) CLEAN AND FREE OF DEBRIS. NO DIRECT PAYMENT SHALL BE MADE FOR

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

NECESSARY AND INCIDENTAL PORTION OF THE WORK.

GOPHER TORTOISE RESPONSIBILITIES NOTES:

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 SHALL BE PAID UNDER THE ALLOWANCE, ITEM

"GOPHER TORTOISE PERMIT."

4. ALL COSTS FOR DIGGING, RELOCATION OF GOPHER TORTOISE, 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 AND

RELOCATION SHALL BE COMPLETED BEFORE ANY WORK BEGINS, GOPHER TORTOISE

EXCAVATIONS AND RELOCATION WORK COMPLETED PRIOR TO THE CONTRACT

BEGINNING SHALL NOT COUNT AGAINST OVERALL CONTRACT TIME.

HWY A1A/U.S. ROUTE 1/N DIXIE FWY

FRANKLIN

INTERNATIONAL

HANGAR

MAINTENANCE

HANGAR

FBO HANGAR

SHEET LEGEND:

GOPHER TORTOISE SURVEY LIMITS, (TYP.). SEE NOTES ON THIS SHEET

FOR MORE INFORMATION.

PROPOSED 8-FOOT CHAIN-LINK FENCE WITH BARBED WIRE

AND 5-FOOT SKIRTING AND SIGNAGE, ITEM F-162 AND F-164,

(TYP.). SEE CS SERIES FOR MORE INFORMATION.

PROPOSED EXCLUSION FENCE DITCH CROSSING, ITEM F-164,

(TYP.). SEE CS SERIES FOR MORE INFORMATION.

G-1

G-2

G-3

G-4 G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14 G-15

G-16

G-17

EXISTING RAILROAD

PROPOSED AIRPORT SECURITY

GATE, ITEM F-162, (TYP.). SEE CS

SERIES FOR MORE INFORMATION.

AutoCAD SHX Text st

AutoCAD SHX Text

AutoCAD SHX Text S

TOFA

RSA

ROFA

R O

ROFA

R O

ROFA

R O

ROFA

ROFA ROFA

ROFA

R O

ROFZ

R O

FZ R

ROFZ

TOFA

TOFA TOFA

TOFA TOFA TOFA

TOFA

TLOFA

TLOFA TLOFA

TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA

R O

ROFZ

A A A A

A A

GRAPHIC SCALE (FT)

600'300'150'

NORTH

CONSTRUCTION SAFETY AND PHASING PLANA1 A4 SHEET LEGEND AND 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

- E

W ild lif e

Fe nc e D es \2

D \2

_G C

S er ie s.

dw g4

/1 7/

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

WILDLIFE FENCE

Ti tle

Bl oc k x2

G eo m et ry

202528706_GC SERIES

PROFESSIONAL SEAL

ID CADD:

AVCON PROJECT NO.

FDOT FM NO. XXXXXX-X-XX-XX

2025.287.06

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

FAA AIG NO. X-XX-XXXX-XXX-XXXX

CONSTRUCTION

SAFETY AND

PHASING PLAN

GC102

DJN

R U

N W

-2

(4 ,8

' X

RUNW

AY 2-

,00 0'

X 10 0')

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

HWY A1A/U.S. ROUTE 1/N DIXIE FWY

SUNSET DRIVE

TURNBULL BAY ROAD

TURNBULL

BAY ROAD

R K

AIRWAY CIRCLE

U N

D R

INDUSTRIAL DRIVE

AERO CIRCLE

XIW

AY A

XIW

AY A

TAXIWAY C TAXIWAY C

TAXIWAY E TAXIWAY E

TAXIWAY D

HANGAR

TAXIWAY OBJECT FREE

AREA, (TYP.)

RUNWAY OBJECT

FREE AREA, (TYP.)

RUNWAY SAFETY

AREA, (TYP.)

AIRPORT

ADMINISTRATION

BUILDING

AIRCRAFT PARKING APRON

HANGAR

NEW SMYRNA BEACH

POLICE DEPARTMENT

NEW SMYRNA BEACH

FLEET MAINTENANCE

EXISTING

TREELINE, (TYP.)

CONTRACTOR STAGING,

STORAGE, EQUIPMENT LAYDOWN

AREA AND STOCKPILE AREA

CONTRACTOR PERSONAL

VEHICLE PARKING AREA

SHEET LEGEND:

WORK AREA A

WORK AREA B

WORK AREA C

RUNWAY OBSTACLE

FREE ZONE, (TYP.). SEE

NOTE 8 FOR ADDITIONAL

INFORMATION.

CONTRACTOR ACCESS

ROUTE, (TYP.)

SKYLINE DRIVE

EXISTING AIRPORT

PROPERTY LINE, (TYP.)

CONTRACTOR AND CONSTRUCTION

ACCESS SHALL BE THROUGH

EXISTING SWING GATE. SEE NOTE 10

FOR ADDITIONAL INFORMATION.

CONTRACTOR AND CONSTRUCTION

ACCESS SHALL BE THROUGH EXISTING

SWING GATE. SEE NOTE 10 FOR

ADDITIONAL INFORMATION.

CONTRACTOR AND CONSTRUCTION

ACCESS SHALL BE THROUGH EXISTING

SWING GATE. SEE NOTE 10 FOR

ADDITIONAL INFORMATION.

CONTRACTOR AND CONSTRUCTION

ACCESS SHALL BE THROUGH EXISTING

CANTILEVER GATE. SEE NOTE10 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 CLEANING AND GRUBBING, DEMOLITION

OF THE EXISTING FENCE, INSTALLATION OF NEW FENCE AND SKIRTING, INSTALLATION

OF NEW DITCH CROSSINGS, AND RESTORATION OPERATIONS.

2. WORK AREA A SHALL BE LIMITED TO 30 CONSECUTIVE CALENDAR DAYS AND SHALL

NOT BE CONCURRENT WITH ANY OTHER OTHER AREA. THE OWNER SHALL BE NOTIFIED

ONE WEEK IN ADVANCE OF THE START OF WORK AREA A.

WORK AREA B

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

AREA LIMITS, INCLUDING, BUT NOT LIMITED TO CLEANING AND GRUBBING, DEMOLITION

OF THE EXISTING FENCE, REMOVAL OF EXISTING AIRPORT SECURITY GATES,

INSTALLATION OF NEW FENCE AND SKIRTING, INSTALLATION OF NEW DITCH

CROSSINGS, AND RESTORATION OPERATIONS.

2. WORK AREA B SHALL BE LIMITED TO 30 CONSECUTIVE CALENDAR DAYS AND SHALL

NOT BE CONCURRENT WITH ANY OTHER OTHER AREA. THE OWNER SHALL BE NOTIFIED

ONE WEEK IN ADVANCE OF THE START OF WORK AREA B.

WORK AREA C

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

AREA LIMITS, INCLUDING, BUT NOT LIMITED TO CLEANING AND GRUBBING, DEMOLITION

OF THE EXISTING FENCE, REMOVAL OF EXISTING AIRPORT SECURITY GATES,

INSTALLATION OF NEW FENCE AND SKIRTING, INSTALLATION OF NEW DITCH

CROSSINGS, AND RESTORATION OPERATIONS.

2. WORK AREA C SHALL BE LIMITED TO 15 CONSECUTIVE CALENDAR DAYS AND SHALL

NOT BE CONCURRENT WITH ANY OTHER OTHER AREA. THE OWNER SHALL BE NOTIFIED

ONE WEEK IN ADVANCE OF THE START OF WORK AREA C.

SHEET NOTES:

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

ALL TIMES.

2. 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.

3. 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.

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

ENGINEER AND/OR RPR REGARDING CONSTRUCTION SCHEDULE AND PLANNING.

NOTAMS FOR LOCALIZED MEN WORKING THE VICINITY OF THE RUNWAY SAFETY AREAS

SHALL BE PLANNED AND COORDINATED WITH THE OWNER IN ADVANCE OF THE START

OF WORK.

5. 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.

6. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT FOD MANAGEMENT PRACTICES

AT THE END OF EACH DAY FOR ALL PAVEMENTS 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 CONSIDERED INCIDENTAL

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

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

SALVAGED ITEMS SHALL BE PROTECTED FROM WEATHER, AND OTHER POTENTIAL

CAUSES OF DAMAGE THROUGHOUT THE COURSE OF THE PROJECT

8. AIRPORT PERIMETER FENCE SHALL BE MAINTAINED THROUGHOUT THE PROJECT. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SECURED

AIRFIELD AT ALL TIMES. IF THE CONTRACTOR'S SCHEDULE OR PLANNED SEQUENCE

OF EVENTS RESULT IN AN UNSECURED AIRFIELD IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS TO PROVIDE TEMPORARY

FENCING OR TEMPORARY GATES, AND TEMPORARY AIRFIELD SECURITY PLANS SHALL

BE SUBMITTED TO THE OWNER AND THE ENGINEER FOR REVIEW AND APPROVAL.

COSTS ASSOCIATED WITH THE TEMPORARY FENCING, TEMPORARY GATES, AND

TEMPORARY AIRFIELD SECURITY PROVISIONS SHALL BE INCIDENTAL TO ITEM GP-80

CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE (MOT).

9. CONTRACTOR SHALL ENSURE THAT NO CONSTRUCTION ACTIVITY ENTERS THE

RUNWAY OBSTACLE FREE ZONE (ROFZ). IF CONSTRUCTION OPERATIONS WILL OCCUR

IN THE VICINITY OF THE ROFZ, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT

LEAST 72 HOURS IN ADVANCE AND ENSURE THAT THE APPROPRIATE LIGHTED

RUNWAY CLOSED MARKERS ARE IN PLACE ON THE RUNWAY PRIOR TO ANY WORK

WITHIN THE ROFZ. SEE DETAIL A4/GC501 FOR ADDITIONAL INFORMATION.

10. CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (MOT) SIGNAGE PLAN FOR

REVIEW AND APPROVAL BY THE ENGINEER, IF REQUIRED. CONTRACTOR SHALL

FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY SIGNAGE ALONG PUBLIC

ROADWAYS TO ENSURE SAFE AND PROPER TRAFFIC CONTROL. SEE DETAILS C3/GC501

AND B3/GC501 FOR ADDITIONAL INFORMATION.

11. ALL CONTRACTOR ACCESS GATES SHALL BE MAINTAINED AND PROTECTED BY THE

CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. ALL GATES SHALL BE

LOCKED BY THE CONTRACTOR WHEN NOT IN USE, UNLESS MONITORED BY A

QUALIFIED CONTRACTOR REPRESENTATIVE.

HWY A1A/U.S. ROUTE 1/N DIXIE FWY

FRANKLIN

INTERNATIONAL

HANGAR

HANGARHANGAR

MAINTENANCE

HANGAR

FBO HANGAR

AIRCRAFT TAXI ROUTE, (TYP.)

NEW SMYRNA BEACH

SPORTS COMPLEX

C O

U N

O S

EXISTING RAILROAD

AutoCAD SHX Text st

AutoCAD SHX Text

AutoCAD SHX Text S

CONSTRUCTION SAFETY AND PHASING PLANA1

HDPE LOW PROFILE BARRICADE DETAIL

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

- E

W ild lif e

Fe nc e D es \2

D \2

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S er ie s.

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/1 7/

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

WILDLIFE FENCE

Ti tle

Bl oc k x2

G eo m et ry

202528706_GC SERIES

PROFESSIONAL SEAL

ID CADD:

AVCON PROJECT NO.

FDOT FM NO. XXXXXX-X-XX-XX

2025.287.06

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

FAA AIG NO. X-XX-XXXX-XXX-XXXX

CONSTRUCTION

SAFETY AND

PHASING PLAN

NOTES AND DETAILS

GC501

DJN

CONSTRUCTION BARRICADES (DRUMS) WITH SIGNAGE DETAILB3

AVIATION FLAG DETAILA3

NOTES:

1. METAL DRUMS SHALL NOT BE USED.

2. DRUM MARKINGS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE

AND WHITE RETROREFLECTIVE STRIPES. EACH DRUM SHALL HAVE A MINIMUM OF

TWO ORANGE AND TWO WHITE STRIPES, WITH THE TOP STRIPE ORANGE.

3. THE RETROREFLECTIVE MATERIAL SHALL HAVE A SMOOTH, SEALED OUTER SURFACE

THAT WILL DISPLAY A SIMILAR COLOR DAY OR NIGHT. DEVICES THAT HAVE LOST A

SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESSSHALL BE

REPLACED.

4. DRUM TOPS SHALL BE CLOSED TO NOT ALLOW COLLECTION OF CONSTRUCTION

DEBRIS OR OTHER DEBRIS.

5. TEMPORARY SIGNAGE SHALL READ AS FOLLOWS "RESTRICTED AREA

CONSTRUCTION VEHICLES ONLY BEYOND THIS POINT" AND FOLLOW THE STANDARDS

PUT FORTH BY FDOT STANDARD PLANS AND SPECIFICATIONS FOR HIGHWAY

SIGNING, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION),

AND STANDARD HIGHWAY SIGNS (LATEST EDITION).

6. CONTRACTOR SHALL FIND BEST FIT LETTERING FOR TEMPORARY SIGNAGE

OTHERWISE, LETTERING FOR TEMPORARY SIGNAGE SHALL BE 2" IN HEIGHT.

TEMPORARY SIGNAGE COLORS SHALL BE BLACK AND ORANGE AS SHOWN IN TABLE

2A-5 COMMON USES OF SIGN COLORS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD, LATEST EDITION).

6. CONTRACTOR SHALL FIND BEST FIT LETTERING FOR TEMPORARY SIGNAGE

OTHERWISE, LETTERING FOR TEMPORARY SIGNAGE SHALL BE 2" IN HEIGHT.

TEMPORARY SIGNAGE COLORS SHALL BE BLACK AND ORANGE AS SHOWN IN TABLE

2A-5 COMMON USES OF SIGN COLORS OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD, LATEST EDITION).

7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT PLACEMENT OF THE

CONSTRUCTION BARRICADES AND TEMPORARY SIGNAGE BASED ON THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, LATEST EDITION).

8. DRUM BARRICADES AND TEMPORARY SIGNAGE SHALL BE INCIDENTAL TO ITEM GP-80,

CONSTRUCTION SAFETY AND PHASING PLAN COMPLIANCE (MOT).

" M

U M

G H

18" MINIMUM WIDTH

WHITE

RETROREFLECTIVE

STRIPES

ORANGE

RETROREFLECTIVE

STRIPES

36"

RESTRICTED AREA

CONSTRUCTION VEHICLES ONLY

BEYOND THIS POINT

TEMPORARY SIGNAGE

CONSTRUCTION BARRICADE

SIGN LEGEND SHALL BE

RE-SIZED AS NEEDED TO

FIT THE SIGN DIMENSIONS

SHOWN

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. BARRICADES SHALL BE WATER FILLED OR WEIGHTED IN

A WAY TO PREVENT MOVEMENT DUE TO WIND , JET

BLAST, OR PROP WASH.

4. 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).

5. ALL PAVEMENT UNDERNEATH BARRICADES SHALL BE

SWEPT AND FREE OF ALL FOD/DEBRIS PRIOR TO

REOPENING.

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

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

COMPLIANCE (MOT).

GENERAL NOTES

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

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

AMBER CONSTRUCTION BEACON.

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

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

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

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

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

CIRCULAR AC 150/5370-2, LATEST EDITION.

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

KEY AIRPORT PERSONNEL.

6. 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.

7. 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 AND TAKE THE NECESSARY DRIVER TRAINING PRIOR TO

COMMENCING THE PROJECT.

8. ANY STOCKPILED MATERIALS AND EQUIPMENT VEHICLES ON SITE ARE NOT PERMITTED

WITHIN THE RSA OR ROFA OF AN OPERATIONAL RUNWAY.

9. 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.

10. 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.

THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE

EXISTING ASPHALT FROM ANY OIL SPILLS, GAS LEAKS, ETC. ANY DAMAGE TO THE

ASPHALT DUE TO THE MARKER, SHALL BE REPAIRED. ALL COSTS ASSOCIATED WITH

THE REPAIR SHALL BE BOURNE BY THE CONTRACTOR.

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

EMERGENCY MAINTENANCE OF ON AIRPORT HAZARD LIGHTING, RUNWAY CLOSURE

MARKERS, AND BARRICADES.

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

OVER CITY ASPHALT PAVEMENT ROADS TO ACCESS THE DESIGNATED PLAN WORK

AREAS. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS TO AVOID PAVEMENT

DAMAGES. ANY PAVEMENT AREAS OUTSIDE OF THE PROJECT RECONSTRUCTION

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

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

13. DURING CONSTRUCTION OPERATIONS, IN THE EVENT THAT THE CONTRACTOR IS

REQUIRED TO LEAVE THE CONSTRUCTION ACCESS GATE OPEN FOR TRUCKING

PURPOSES, A QUALIFIED REPRESENTATIVE SHALL MAINTAIN WATCH AND SECURITY

OF THE CONSTRUCTION ACCESS GATE AT ALL TIMES.

14. ANY CONTRACTOR VEHICLES PRESENT ON THE CONSTRUCTION SITE WILL BE

REQUIRED TO HAVE THEIR VEHICLES EQUIPPED WITH RADIOS, THE APPROPRIATE

VEHICLE LIGHTING, AND VEHICLE IDENTIFYING MARKING IN ACCORDANCE WITH THE

CONTRACT AND CONSTRUCTION SAFETY AND PHASING PLAN DOCUMENT. RADIO

FREQUENCY SHALL BE SET TO 121.325 AT ALL TIMES DURING CONSTRUCTION

OPERATION DAYS. ADDITIONALLY, CONTRACTOR PERSONNEL SHALL BE TRAINED TO

SPEAK ON THE RADIO FOR PURPOSES OF COMMUNICATING WITH ATCT PERSONNEL IF

NECESSARY. THE AIRFIELD WILL REMAIN OPEN AND ACTIVE DURING THE WORK OF

THIS PROJECT.

15. IN THE EVENT THAT BARRICADING, TEMPORARY FENCING, AND PROVIDING ESCORTS

ARE INSUFFICIENT IN RESTRICTING MOVEMENT OF CONSTRUCTION VEHICLES AND

PERSONNEL TO PERMITTED CONSTRUCTION AREAS, FLAGGERS MAY BE NECESSARY.

IN SUCH EVENT, FLAGGERS SHALL BE AS REQUIRED BY THE OWNER AND FAA

ADVISORY CIRCULARS. THE COST FOR PROVIDING FLAGGERS SHALL BE INCIDENTAL

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

16. 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.

17. IT SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SAFE AND

SECURE AIRFIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE

ACCESS AND PROPER SECURITY OF CONSTRUCTION ACCESS GATES.

18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE

NECESSARY IMPROVEMENTS FOR ACCESS ROAD/ENTRANCE STABILIZATION. ALL

PERMITTING REQUIRED FOR CONSTRUCTION ACCESS ROAD/ENTRANCE

IMPROVEMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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 VICINITY OF PUBLIC ROADWAYS.

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

ALL BARRICADES ARE PLACED CORRECTLY.

3. AFTER ALL WORK HAS BEEN COMPLETED FOR THE DAY AND PRIOR TO DEPARTING THE

PROJECT AREA, THE CONTRACTOR OR THEIR SUPERINTENDENT SHALL SEE THAT:

3.1. ALL TOOLS, EQUIPMENT AND CONSTRUCTION MATERIALS HAVE BEEN REMOVED

AND PROPERLY STORED AT THE STAGING AREA.

3.2. PLACE BARRICADES, RAILINGS, PLACE COVERS OVER HOLES AND TRENCHES,

ROPE OFF AREAS AND TAKE OTHER PRECAUTIONS NECESSARY TO MINIMIZE THE

POSSIBILITY OF INJURY TO ANY PERSON(S) WHO MAY FOR ANY REASON ENTER

THE PROJECT WORK AREA.

3.3. OPEN TRENCHES, EXCAVATIONS AND STOCKPILED MATERIAL AT THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH LIGHTS DURING

HOURS OF DARKNESS.

SAFETY REQUIREMENTS

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

SAFETY OF OPERATING AIRCRAFT AS WELL AS THAT OF THEIR 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.

2. 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.

3. 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.

4. 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.

5. 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.

6. 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.

NOTE:

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

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

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

FOR FUELING AND MAINTAINING AS REQUIRED DURING CONSTRUCTION (INCLUDING

MAINTENANCE, BULB REPLACEMENT, PAVEMENT PROTECTION, AND ALL OTHER

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

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

COMPLIANCE (MOT).

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

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

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

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

MADE FOR THE REPAIRS AS A RESULT OF LEAKING EQUIPMENT OR SPILLED FUEL

DURING RE-FUELING.

LIGHTED CLOSED RUNWAY DETAILA4

TOFA

RSA

ROFA

R O

ROFA

R O

ROFA

R O

ROFA

ROFA ROFA

ROFA

R O

ROFZ

R O

FZ R

ROFZ

TOFA

TOFA TOFA

TOFA TOFA TOFA

TOFA

TLOFA

TLOFA TLOFA

TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA

R O

ROFZ

A A A A

A A

W M

LIMITS OF CLEARING

AND GRUBBING

N: 1714630.079 E: 674359.622

LIMITS OF CLEARING

AND GRUBBING

N: 1714864.046

E: 674245.861LIMITS OF CLEARING

AND GRUBBING

N: 1715603.009 E: 673410.703

LIMITS OF CLEARING

AND GRUBBING

N: 1714695.178 E: 673141.439

LIMITS OF CLEARING

AND GRUBBING

N: 1714190.513 E: 673157.741

LIMITS OF CLEARING

AND GRUBBING

N: 1714207.766 E: 673162.994

LIMITS OF CLEARING

AND GRUBBING

N: 1713979.055 E: 671912.366

LIMITS OF CLEARING

AND GRUBBING

N: 1714351.598 E: 672023.274

LIMITS OF CLEARING

AND GRUBBING

N: 1714926.820 E: 672194.522

LIMITS OF CLEARING

AND GRUBBING

N: 1715066.099 E: 672235.986

LIMITS OF CLEARING

AND GRUBBING

N: 1716142.290 E: 671604.048

LIMITS OF CLEARING

AND GRUBBING

N: 1716314.030 E: 671027.611

LIMITS OF CLEARING

AND GRUBBING

N: 1716262.233 E: 671012.179

LIMITS OF CLEARING

AND GRUBBING

N: 1716073.005 E: 670567.243

LIMITS OF CLEARING

AND GRUBBING

N: 1715822.162 E: 670138.099

LIMITS OF CLEARING

AND GRUBBING

N: 1718200.147 E: 672530.716

LIMITS OF CLEARING

AND GRUBBING

N: 1718166.712 E: 672549.086

LIMIT OF FENCE DEMOLITION

N: 1718375.382 E: 674338.845

LIMIT OF FENCE

DEMOLITION

N: 1718335.174 E: 672467.847

LIMIT OF FENCE

DEMOLITION

N: 1718151.080 E: 672569.477

LIMIT OF FENCE

DEMOLITION

N: 1716070.366 E: 670578.089

LIMIT OF FENCE

DEMOLITION

N: 1713789.440 E: 673183.038

LIMIT OF FENCE

DEMOLITION

N: 1715822.162 E: 670138.099

LIMIT OF FENCE

DEMOLITION

N: 1714207.783 E: 673156.490

LIMITS OF CLEARING

AND GRUBBING

N: 1716235.581 E: 671290.922

LIMITS OF CLEARING

AND GRUBBING

N: 1716216.448 E: 671355.141

LIMITS OF CLEARING

AND GRUBBING

N: 1715565.237 E: 673538.162

LIMIT OF FENCE DEMOLITION

N: 1718426.896

E: 674308.080

LIMIT OF FENCE DEMOLITION

N: 1714756.744 E: 673149.051

LIMIT OF FENCE

DEMOLITION

N: 1714471.343 E: 673063.644

GRAPHIC SCALE (FT)

600'300'150'

NORTH

EXISTING CONDITIONS AND DEMOLITION PLANA1

SHEET LEGEND AND SHEET NOTESB4

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

- E

W ild lif e

Fe nc e D es \2

D \2

_C D

S er ie s.

dw g4

/1 7/

NEW SMYRNA BEACH

MUNICIPAL AIRPORT

NEW SMYRNA BEACH,

FLORIDA

WILDLIFE FENCE

Ti tle

Bl oc k x2

D em ol iti on

202528706_CD SERIES

PROFESSIONAL SEAL

ID CADD:

AVCON PROJECT NO.

FDOT FM NO. XXXXXX-X-XX-XX

2025.287.06

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

FAA AIG NO. X-XX-XXXX-XXX-XXXX

EXISTING

CONDITIONS AND

DEMOLITION PLAN

CD101

DJN

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, POTABLE WATER LINES,

ETC.) AND ANY DISCREPANCIES, CONFLICTS OR POTENTIAL DEVIATIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF ANY

CONSTRUCTION. ANY COST ASSOCIATED WITH THE LOCATION OF EXISTING UTILITIES

AS OUTLINED ABOVE IS THE RESPONSIBILITY OF THE CONTRACTOR.

3. ERRORS OR OMISSIONS - DO NOT TAKE ADVANTAGE OF ANY APPARENT ERROR OR

OMISSION DISCOVERED IN THE CONTRACT DOCUMENTS, BUT IMMEDIATELY NOTIFY

THE ENGINEER OF SUCH DISCOVERY. THE ENGINEER WILL THEN MAKE SUCH

CORRECTIONS AND INTERPRETATIONS AS NECESSARY TO REFLECT THE ACTUAL

SPIRIT AND INTENT OF THE CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED

UTILITIES AND SHALL PROVIDE AT LEAST ONE-WEEK NOTICE OF THE UTILITY

COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING

UNDERGROUND UTILITIES.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING

FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE

WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY

MONUMENTATION AND ANY DISTURBED MONUMENTATION SHALL BE RESTORED AT

THE CONTRACTOR'S EXPENSE BY A SURVEYOR SELECTED BY THE OWNER.

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

SALVAGED ITEMS SHALL BE PROTECTED FROM WEATHER, AND OTHER POTENTIAL

CAUSES OF DAMAGE THROUGHOUT THE COURSE OF THE PROJECT.

7. AIRPORT PERIMETER FENCE SHALL BE MAINTAINED THROUGHOUT THE PROJECT. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN A SECURED

AIRFIELD AT ALL TIMES. IF THE CONTRACTOR'S SCHEDULE OR PLANNED SEQUENCE

OF EVENTS RESULT IN AN UNSECURED AIRFIELD IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS TO PROVIDE

TEMPORARY FENCING OR TEMPORARY GATES, AND TEMPORARY AIRFIELD SECURITY

PLANS SHALL BE SUBMITTED TO THE OWNER AND THE ENGINEER FOR REVIEW AND

APPROVAL. COSTS ASSOCIATED WITH THE TEMPORARY FENCING, TEMPORARY

GATES, AND TEMPORARY AIRFIELD SECURITY PROVISIONS SHALL BE INCIDENTAL TO

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

8. EXISTING FENCE LINE NOT CALLED OUT FOR DEMOLITION SHALL BE PROTECTED IN

PLACE. IF DAMAGED OR REMOVED, IT SHALL BE REPLACED OR RESTORED TO ITS

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.R

U N

-2

' X

RUNW

AY 2-

,00 0'

X 10 0')

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

HWY A1A/U.S. ROUTE 1/N DIXIE FWY

SUNSET DRIVE

TURNBULL BAY ROAD

TURNBULL

BAY ROAD

R K

AIRWAY CIRCLE

U N

D R

INDUSTRIAL DRIVE

TAXIWAY OBJECT FREE

AREA, (TYP.)

RUNWAY OBJECT

FREE AREA, (TYP.)

RUNWAY SAFETY

AREA, (TYP.)

AIRPORT

ADMINISTRATION

BUILDING AERO CIRCLE

D R

XIW

AY A

XIW

AY A

TAXIWAY C TAXIWAY C

TAXIWAY E TAXIWAY E

TAXIWAY D

NEW SMYRNA BEACH

SPORTS COMPLEX

AIRCRAFT PARKING APRON

HANGAR

EXISTING

TREELINE, (TYP.)

C O

U N

O S

NEW SMYRNA BEACH

POLICE DEPARTMENT

NEW SMYRNA BEACH

FLEET MAINTENANCE

HANGAR

FRANKLIN

INTERNATIONAL

HANGAR

MAINTENANCE

HANGAR

FBO HANGAR

SHEET LEGEND:

CLEARING AND

GRUBBING, ITEM P-151,

(TYP.)

EXISTING AIRPORT SECURITY GATE SHALL BE REMOVED AND

DISPOSED OFF-SITE, ITEM F-162, (TYP.). SEE DETAIL A4/GC101

FOR DESCRIPTION REGARDING AIRPORT SECURITY GATES.

EXISTING 6' CHAIN-LINK FENCE AND POSTS SHALL BE

REMOVED AND DISPOSED OFF-SITE, ITEM F-162,

(TYP.).

EXISTING EXCLUSION FENCE

DITCH CROSSING SHALL BE

REMOVED AND DISPOSED

OFF-SITE, ITEM F-164, (TYP.)

EXISTING AIRPORT

FENCE LINE TO BE

INSTALLED BY OTHERS.

EXISTING AIRPORT

FENCE LINE, (TYP.)

RUNWAY OBSTACLE

FREE ZONE, (TYP.)

EXISTING RAILROAD

G-1

G-2

G-3 G-4

G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

G-14 G-15

G-16

G-17

AutoCAD SHX Text

AutoCAD SHX Text S

TOFA

RSA

ROFA

R O

ROFA

R O

ROFA

R O

ROFA

ROFA ROFA

ROFA

R O

TOFA

TOFA TOFA

TOFA TOFA TOFA

TOFA

TLOFA

TLOFA TLOFA

TOFA

TOFA TOFA TOFA TOFA TOFA

TOFA

A A A A

A A

LIMIT OF NEW FENCE

INSTALLATION, TIE INTO

EXISTING FENCE

N: 1715822.162 E: 670138.099

N: 1716157.362 E: 670757.436

N: 1716097.790 E: 670633.651

N: 1715959.900 E: 670375.254

N: 1716236.852 E: 670994.183

N: 1716326.469 E: 671020.882

N: 1715917.582 E: 672393.294 N: 1715795.741

E: 672463.639

LIMIT OF NEW FENCE

INSTALLATION, TIE INTO

EXISTING FENCE

N: 1713932.556 E: 671908.933

LIMIT OF NEW FENCE

INSTALLATION, TIE INTO

EXISTING BUILDING

N: 1713789.440 E: 673183.038

LIMIT OF NEW FENCE

INSTALLATION,…

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