25-8391_Exhibit_M_BID_DRAWINGS_v9_FINAL_SS.pdf

SHEETSDESCRIPTIONDATENO.

R E V I S I O N S

COUNTY PROJECT NO. 2025-XX

DATE FEBRUARY 2025

AVCON PROJECT NO.

BID DRAWINGS

PROFESSIONAL SEALS

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. Michigan St., Suite 200 Orlando, FL. 32822-2779 Office: (407) 599-1122 Fax: (407) 599-1133 www.avconinc.com

N/AFAA AIP NO.

This item has been digitally signed and sealed by DANIEL J. NICKOLS, JR., P.E. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

CIVIL

N/AFDOT FM NO.

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DAYTONA BEACH

TITUSVILLE

PANAMA CITY

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TALLAHASSEE JACKSONVILLE

ORLANDO

TAMPA

ST.PETERSBURG

MIAMI

LOCATION OF PROJECT

IMMOKALEE

VICINITY MAPS

IMMOKALEE, FL

PROJECT AREA

PROJECT MAP

BID DRAWINGS

FOR

IMM SECURITY ENHANCEMENTS

IMMOKALEE REGIONAL AIRPORT

IMMOKALEE, FLORIDA

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AVCON PROJECT NO.

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

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FEBRUARY 2025

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

B

ID

D R

A W

IN

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GENERAL NOTE,

QUANTITIES AND

INDEX OF

DRAWINGS

G002

SAFETY NOTES

GENERAL NOTES

SECURITY NOTES

INDEX OF DRAWINGS

SHEET

NUMBER

SHEET

NAME SHEET TITLE

3.

1. HAUL ROUTES LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE AS

4.

5.

2.

6. "MEEEEM3.

7.

4. PROTECTION AND REPAIR OF EXISTING CABLES AND UTILITIESALL UNDERGROUND

5.

1.

6. CONSTRUCTION LIMITS ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN

THE DESIGNATED CONSTRUCTION AREAS, STAGING AREAS OR HAUL ROUTES.

7. TESTING THE CONTRACTOR SHALL BEAR THE COST OF AND BE RESPONSIBLE FOR ALL

2.

J

3. ALL RUNWAYS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES.

8.

4.

9. 5.

10. 6.

11.

12. SAFETY GUIDELINES, AND FAA ADVISORY CIRCULAR (LATEST EDITIONS):7. G001 COVER SHEET1 150/5200-18D "AIRPORT SAFETY SELF INSPECTION'i” SHEET LIST, QUANTITIES, AND GENERAL NOTES2 G002 i”

3 G003 CONSTRUCTION SAFETY AND PHASING PLAN

C001 GATE PLAN AND GATE DETAIL4

13.

5 C002 8.

6 C003 SIGNAGE DETAILS

7 T101 GENERAL NOTES & SYMBOL LEGEND14.

8 T102 SECURITY KEY PLAN

9 T201 TERMINAL BLDG. ENLARGED PLAN15. 9.

10 T202 GATE A OVERALL PLAN

11 T203 GATE A ENLARGED PLAN

12 T301 PULL BOX INSTALLATION

10. 13 T302 PEDESTALE INSTALLATION

T303 CAMERA POLE INSTALLATION14

11. 15 T304 COMMUNCATION ENCLOSURE

16 T401 COMMUNCATION BLOCK DIAGRAM

17 T501 METER POST INSTALLATION16.

18 T502 PANEL SCHEDULES

19 T503 GATE A ONE-LINE DIAGRAM

20 T504 TERMINAL BLDG. ONE LINE DIAGRAM

21 T600 FIBER KEY MAP

22 T601 FIBER SITE PLAN

23 T602 FIBER SITE PLAN

17. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

18.

19.

1.

2.

J

IMMOKALEE REGIONAL AIRPORT

IMMOKALEE REGIONAL AIRPORT

STAGING AREA - THE CONTRACTOR’S STAGING AREA IS SHOWN ON SHEET G003. THE

CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED UTILITIES AS NECESSARY.

’’QUALITY CONTROL” TESTING. THE ENGINEER SHALL REVIEW ALL TEST REPORTS. TESTING

RESULTS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER. ALL TEST RESULTS

SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE

WORK. CLEAN ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE

OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE

SUBJECT TO APPROVAL BY THE OWNER.

CONTRACTOR SHALL PROVIDE AN EMERGENCY NOTIFICATION LIST (24-HOUR CONTACT LIST)

WHICH IDENTIFIES THE SUPERINTENDENT AND ALL SUBCONTRACTOR SUPERVISORS/LEADS.

150/5370-2G "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION'

FAA PART 77 ’’OBJECTS AFFECTING NAVIGABLE AIRSPACE”

THE CONTRACTOR SHALL NOTIFY THE LOCAL UTILITY SERVICE PROVIDERS FOR SITE UTILITY

STAKEOUT PRIOR TO BEGINNING WORK. A WRITTEN RECEIPT OF SUCH NOTIFICATION SHALL

BE PROVIDED TO THE AIRPORT. CONTRACTOR SHALL REQUEST THE FAA STAKE ALL FAA

FACILITIES IN THE FIELD PRIOR TO BEGINNING WORK.

ACCESS TO THE SITE - CONTRACTOR’S ACCESS TO THE SITE SHALL BE AS SHOWN ON

THE PLANS OR AS DIRECTED AND APPROVED BY THE AIRPORT. THE CONTRACTOR SHALL

NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR TRAFFIC ON THE SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE

VARIOUS CONSTRUCTION AREAS ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE

IMMEDIATE CLEAN-UP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROAD AS A RESULT

OF HIS/HER CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND

ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS

DIRECTED AND APPROVED BY THE AIRPORT.

AIRPORT OPERATIONS - THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS A

EMPLOYEES WITH THE AIRPORT ACTIVITIES AND OPERATIONS THAT ARE INHERENT AT

AIRPORT AND SHALL CONDUCT HIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO A

ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY

SPECIFIED BELOW.

CABLES, FORCE MAINS AND WATER MAINS SHALL BE PROTECTED, AND DAMAGES REPAIRED

AT NO EXPENSE BY THE OWNER AS DETERMINED BY THE AIRPORT.

VIDEO RECORDINGS, AUDIO RECORDINGS AND PHOTOGRAPHS ARE PROHIBITED ON THE

AIRPORT PROPERTY WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE AIRPORT OR

AS AUTHORIZED BY THE CONTRACT DOCUMENTS.

THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR

IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

CONSTRUCTION AREA LIMITS - THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE ARE

EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS REQUIRED

THE CONTRACTOR’S USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRAC

AND APPROVED BY THE AIRPORT. THE CONTRACTOR SHALL ERECT AND MAINTAIN ARO

THE PERIMETER OF THESE AREAS SUITABLE WARNING DEVICES VISIBLE FOR BOTH

DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS.

GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS (FROM SUPERINTENDENT TO MA

LABORERS) SHALL BE REQUIRED TO CLEAR COLLIER COUNTY BACKGROUND CHECK (FI

PRINT AND BACKGROUND CHECK) BEFORE STARTING CONSTRUCTION. ONLY WORKERS

CLEARED BY THIS PROCESS SHALL HAVE AUTHORIZATION TO BE ON COUNTY PROPERTI

ACCESS GATES CLOSURES - A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING

SHALL BE DIRECTED TO THE AIRPORT.

OPEN FLAME - OPEN FLAME, WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBIT

UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE

PROCEDURE APPROVED BY AIRPORT, THE ENGINEER, AND THE FIRE DEPARTMENT.

STOCKPILE EROSION AND DUST CONTROL - STOCKPILED MATERIAL AND OPEN EXCAVA

SHALL BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT RESULTING FROM

AIRCRAFT BLAST OR WIND CONDITIONS (SEE SPECIAL PROVISIONS FOR ADDITIONAL

REQUIREMENTS).

DEBRIS CONTROL - ’’FOREIGN OBJECT DEBRIS” WASTE AND LOOSE MATERIAL SHALL NO

BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS OR WITHIN THE SAFETY AREAS. IF

OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREAS OR WITHIN THE SAFETY AREA,

THE MATERIAL WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. THE ENGINEER MAY

DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY THE

CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR.

IDENTIFICATION BADGE PROCEDURES

RULES AND REGULATIONS

SPECIFIED ON SHEET G003 OR AS APPROVED BY THE IMMOKALEE REGIONAL AIRPORT (IMM)

TEAM. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL

ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE

OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL

BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION UPON COMPLETION OF USE AS A HAUL ROUTE. A CONDITION

REPORT AND VIDEO RECORD OF THE BEFORE AND AFTER CONDITIONS OF ON-SITE HAUL

ROUTES SHALL BE PREPARED JOINTLY BY THE CONTRACTOR AND IMM. FENCING, DRAINAGE,

GRADING AND HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE

CONTRACTOR’S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE IMM PRIOR TO

THE WORK. ALL ON-SITE ACCESS ROADS TO FAA FACILITIES SHALL REMAIN OPEN AND

MAINTAINED AT ALL TIMES.

SAFETY AND SECURITY - THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A

SAFE AND SECURE MANNER AS SPECIFIED IN THE CONTRACTOR’S SAFETY AND SECURITY

REQUIREMENTS ON THIS SHEET AND IN SPECIAL PROVISIONS, AS APPROVED BY THE

AIRPORT.

CONTRACTOR SHALL ALSO REVIEW AND DOCUMENT ALL AIRFIELD UTILITIES WITH THE

AIRPORT MAINTENANCE STAFF PRIOR TO BEGINNING WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE COMPLIANCE WITH ALL NPDES AND

SJRWMD PERMIT REQUIREMENTS.

CONTRACTOR SHALL STRICTLY FOLLOW AT ALL TIMES THE 2023 FLORIDA BUILDING CODE

REQUIREMENTS, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) ELECTRICAL SAFETY,

BUILDING AND LIFE SAFETY, AND FIRE PROTECTION SYSTEMS CODES.

THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND COMPANIES

AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRPORT. A FAX COPY OF EACH

ADDITION OR DELETION FROM THE LIST SHALL BE SUBMITTED BY THE END OF THE DAY

WHERE SUCH AUTHORIZATION IS ADDED OR DELETED. CONTRACTOR EMPLOYEE PERS

VEHICLES SHALL BE RESTRICTED TO THE CONTRACTOR’S STAGING AREA OR CONTRAC

EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME.

CONTRACTOR SHALL PROVIDE A 24-HOUR EMERGENCY CONTACT LIST FOR ALL

CONTRACTORS THROUGHOUT CONSTRUCTION.

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN A SECURED AIRFIELD AT

TIMES DURING THE DURATION OF THE PROJECT.

CONTRACTOR IS RESPONSIBLE OF ENSURING ALL MOTOR VEHICLE OPERATORS (PRIVATE OR

CONTRACTOR) HAVE THE APPROPRIATE VEHICLE INSURANCE AND TO ENSURE ALL

OPERATORS HAVE CURRENT AND VALID DRIVERS LICENSES (CURRENT ISSUE) ON THEIR

PERSON.

THE CONTRACTOR WILL BE ALLOWED TO WORK AT NIGHT IF ADEQUATE LIGHTING IS

PROVIDED. THE AIRPORT SHALL DETERMINE THE ADEQUACY OF LIGHTING. NIGHT WORK

SHALL REQUIRE OWNER’S AUTHORIZATION IN WRITING PRIOR TO COMMENCEMENT IF

APPROVED.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO

(DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS.

IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING DRIVEWAYS,

BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED

CONSTRUCTION AREAS. SEE NOTE 11, THIS SHEET.

THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE

CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR

TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR’S

RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY

ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE

UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND

UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY

UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE

PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE

RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL

COSTS ASSOCIATED WITH THE PROTECTIONS OF EXISTING FACILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER

CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

MATERIALS DELIVERY TO THE SITE - ALL CONTRACTOR’S MATERIAL ORDERS FOR DELIVERY

TO THE SITE WILL USE THE ACCESS POINTS AS INDICATED ON SHEET G003. ANY

INCURSION ONTO ACTIVE PAVEMENT AREAS (RUNWAYS, TAXIWAYS AND APRON) WILL RESULT

IN FINES AND MAY RESULT IN SUSPENSION AND/OR TERMINATION OF THE CONTRACT.

CONTRACTOR IS REQUIRED TO HAVE A PERSON ON CALL 24-HOURS A DAY FOR

EMERGENCY MAINTENANCE OF AIRPORT HAZARD LIGHTING AND BARRICADES. CONTRACTOR

MUST FILE THE CONTACT PERSON’S NAME WITH THE AIRPORT TEAM. WHENEVER

CONTRACTOR'S EMPLOYEE IS ON SITE WORKING THE CONTRACTOR’S SUPERINTENDENT

SHALL BE ACCESSIBLE ON SITE.

THE CONTRACTOR IS REQUIRED TO MEET THE REQUIREMENTS OF CONFINED SPACE ENTRY

(OSHA 29 CFR 1910.146) WITH REGARDS TO ACCESS TO VAULT AND UNDERGROUND

FACILITIES

A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING

UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY

DIALING ”811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO

THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES

PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL

NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT

LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. PER FLORIDA STATUTE 553.851,

THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2)

DAYS PRIOR TO STARTING ANY EXCAVATION ACTIVITY.

TYPICAL FENCE, PAVEMENT SECTION, AND

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AVCON PROJECT NO.

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

S.D

P.V

D.J.N

D.J.N

FEBRUARY 2025

2023.0254.02 v:

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

B

ID

D R

A W

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G

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LEGEND

WORK AREA

CONSTRUCTION

SAFETY AND

PHASING PLAN

G003

GENERAL NOTES:

CONSTRUCTION PHASING NOTES:

STAGING AREA

CONTRACTOR

ACCESS ROUTE

CONTRACTOR STORAGE, STAGING, DUST CONTROL, AND

HAUL NOTES:

A. STORAGE AND STAGING

B. DUST CONTROL

C. HAUL ROADS D. STOCKPILES

FLAG PERSON

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AND HAULING TO THE AREAS UNDER CONSTRUCTION.NO DEBRIS SHALL

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2. THE CONTRACTOR’S PRIMARY ACCESS SHALL BE VIA THE DESIGNATED

GATE. THE SPECIFIED GATE AREA SHALL BE MONITORED BY A GUARD

DURING ALL CONTRACTOR OPERATIONS.THE CONTRACTOR SHALL

OPERATIONS/USERS OF THE AREA.THESE SHALL INCLUDE, BUT NOT BE

MILLINGS, TO ENSURE ALL WEATHER ACCESS.NO PERSONAL VEHICLES

EXISTING LAWS.COSTS FOR CONTROLLING DUST OR POLLUTANTS TO THE

AIR OF ANY KIND SHALL BE INCIDENTAL TO THE CONTRACT.

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LIMITED TO: AIRPORT OPERATIONS AND MAINTENANCE AREAS; FAA

FACILITIES; AIRCRAFT OPERATIONS AND AIRFIELD OPERATIONS. CONTRACTOR

SHALL ALSO BE OBLIGATED TO DISCONTINUE OPERATIONS WHICH VIOLATE

INSTALL NEW CANTILEVER

SLIDING GATE AT GATE A

EXISTING GRAVEL

ACCESS ROAD

5. THE CONTRACTOR SHALL PROVIDE ON-AIRPORT TRANSPORTATION OF

EMPLOYEES TO AND FROM THE CONTRACTOR EMPLOYEE PARKING AREA.

IF NEEDED, THE CONTRACTOR SHALL STABILIZE THE AREA WITH ASPHALT

3. 5. BID-ALTERNATE SHALL BE COMPLETED WITHOUT IMPACTING OR CLOSING

EXISTING ROADWAYS OR ACCESS ROUTES. THE CONTRACTOR SHALL TAKE

NECESSARY PRECAUTIONS TO ENSURE THAT STAGED AND ACTIVE

EQUIPMENT REMAIN CLEAR OF ALL VEHICULAR ACCESS AREAS.

BE ALLOWED ON THE ROADWAYS. THE PAVEMENT WILL BE CLEANED BY

THE CONTRACTOR USING POWER BROOMS OR SWEEPERS, AS REQUIRED,

TO KEEP THE AREA CLEAR OF ALL SOILS, CLODS OR OTHER DEBRIS.

ANY DEPOSITS OF ASPHALT OR TACK COAT LEFT BY THE CONTRACTOR OR

CONTRACTOR VEHICLES SHALL BE REMOVED PRIOR TO CLOSE-OUT OF

THE PROJECT.

ARE PERMITTED ON THE AIRFIELD. THIS TRANSPORTATION SHALL INCLUDE

ALL SECURITY AND AOA ACCESS REQUIREMENTS..

4. ALL WORK SHALL BE COMPLETED CONCURRENTLY UNLESS OTHERWISE

DIRECTED BY THE OWNER OR ENGINEER. 7 DAY ADVANCE NOTICE SHALL

BE PROVIDED TO THE OWNER PRIOR TO THE CLOSING OF ANY GATES OR

ACCESS POINTS. THE CONTRACTOR SHALL VENTURE TO COMPLETE THE

WORK ASSOCIATED WITH ACCESS POINTS AS EXPEDITIOUSLY AS PRACTICAL

TO ENSURE THAT ACCESS TO THE AIRFIELD IS RESTORED IN A TIMELY

MANNER.

1. THE CONTRACTOR IS REQUIRED TO CONTROL DUST AND SHALL APPLY

WATER, CHEMICALS, VEGETATION OR OTHER MATERIALS TO PREVENT THE

OCCURRENCE OF DUST THAT IS OBJECTIONABLE TO THE

CONSTRUCT, AT HIS EXPENSE, ADDITIONAL ACCESS GATES AND HE SHALL

MAINTAIN THE NEW ACCESS POINTS, PROVIDE GATE GUARDS AT THESE

LOCATIONS, AND SHALL ASSUME ALL LIABILITY FOR AIRPORT SECURITY

RELATING TO THE USE OF THESE GATES.

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4. THE CONTRACTOR SHALL RESTORE ALL TURFED AND PAVED AREAS USED

FOR HAUL ROADS TO THEIR ORIGINAL CONDITION, INCLUDING THE

ESTABLISHMENT OF TURF. ALL HAULING ALONG OR CROSSING THE

AIRPORT AND STATE ROADS SHALL BE ACCOMPLISHED IN ACCORDANCE

WITH THE DEPARTMENT OF TRANSPORTATION STANDARDS AND SHALL BE

COORDINATED BY AND ACCOMPLISHED BY THE CONTRACTOR. ALL COSTS

FOR CONSTRUCTING, REMOVING AND RESTORING OF HAUL ROADS

REQUIRED FOR THE COMPLETION OF THE WORK SHALL BE INCLUDED IN

THE MOBILIZATION PAY ITEM.

2. BASE BID SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

SCHEDULE AND COORDINATE INTERMITTENT ROADWAY CLOSURE/IMPACT AS

NEEDED WITH THE AIRPORT TO COMPLETE THE SCOPE OF WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE THAT

STAGED AND ACTIVE EQUIPMENT REMAIN CLEAR OF COUNTRY ROAD 846

AND NORTH OF THE GRAVEL ACCESS ROAD.

3. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR RESTORING ALL

AIRPORT SERVICE ROADS TO THEIR PRE-CONSTRUCTION CONDITION WHERE

SUCH ROADS ARE USED BY THE CONTRACTOR FOR HAULING OPERATIONS.

THE CONTRACTOR AND THE ENGINEER SHALL JOINTLY DETERMINE THE

EXISTING CONDITIONS AS A BASIS FOR THIS RESTORATION REQUIREMENT.

1. THE PROJECT SHALL BE COMPLETED IN ONE PHASE. THE CONTRACTOR

SHALL ENSURE ALL ACTIVE AREAS ADJACENT TO THE CONSTRUCTION LIMITS

ARE NOT IMPACTED BY ANY DEBRIS PRODUCED AS A RESULT OF THE

CONSTRUCTION ACTIVITY.

2. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN/SCHEDULE, IN

ACCORDANCE WITH THE GP-80 SPECIFICATION, ON HOW THE CONTRACTOR

INTENDS TO ACCOMPLISH THE CONSTRUCTION WITHIN EACH PHASE WITHIN

THE TIME FRAMES AVAILABLE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF UNSUITABLE

SOIL AND DEMOLISHED EXISTING GATES AND FENCE OFF THE AIRPORT

PROPERTY.

4. THE CONSTRUCTION OF ANY WORK THAT IS NOT CLEARLY IDENTIFIED AS

BEING CONSTRUCTED WITHIN A SPECIFIC WORK AREA SHALL BE

COORDINATED WITH THE OAR AND CONSTRUCTED IN ACCORDANCE WITH

THE NEEDS OF THE OWNER AND AIRFIELD OPERATIONS. THE CONTRACTOR

SHALL PROVIDE THE AIRPORT 7 DAYS NOTICE PRIOR TO COMMENCING

WORK IN THESE AREAS. THE CONTRACTOR’S ACCESS TO THESE WORK

AREAS MAY BE RESTRICTED DUE TO THE AIRPORT’S OPERATIONAL

REQUIREMENTS. THE WORK WILL BE PERFORMED AT THE OWNER’S

CONVENIENCE AT NO ADDITIONAL COST TO THE OWNER.

2. ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING

AREA SITE SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES BUT IS

NOT LIMITED TO, CLEARING AND GRADING OF THE SITE, CONSTRUCTION OF

ALL TEMPORARY UTILITIES, ACCESS ROADS, ALL SECURITY FENCING, ETC.

AT THE CONCLUSION OF THE CONTRACT, THE CONTRACTOR SHALL

RESTORE THE SITE TO ITS PRE-CONSTRUCTION CONDITION.

1. FOR PROJECT HAUL ROUTE AND STAGING AREA SEE THIS SHEET FOR

MORE INFORMATION.

1. THE CONTRACTOR SHALL USE THE STORAGE AND STAGING AREAS

SPECIFIED FOR STOCKPILES, SHOPS, MAINTENANCE FACILITIES AND ALL

CONTRACTOR SUPPORT FACILITIES. NO OTHER SITES SHALL BE PERMITTED

ON AIRPORT PROPERTY WITHOUT WRITTEN APPROVAL FROM THE

ENGINEER/ AIRPORT.

1. HAUL ROADS TO BE USED UNDER THIS PROJECT SHALL BE THOSE

INDICATED ON THE DRAWINGS OR OTHERWISE SPECIFICALLY DESIGNATED BY

THE AIRPORT. IN GENERAL, THE CONTRACTOR SHALL CONFINE EQUIPMENT

3. THE OWNER RESERVES THE RIGHT TO REVISE WITHOUT LIMIT, THE

SEQUENCE OF CONSTRUCTION WORK AREAS.

FUTURE DEVELOPMENT

OF MOSQUITO

FUTURE DEVELOPMENT OF

MAINTENANCE HANGARS,

TAXILANE, AND PARKING

LOT UNDER CONSTRUCTION

BY OTHERS.

INSTALL NEW AUTOMATIC

TRANSFER SWITCH AND

EMERGENCY BACKUP DIESEL

GENERATOR -

T

X

EXISTING

TERMINAL -

BUILDING

S

EXISTING AIRPORT

FENCELINE, (TYP.)

AP4

MW(KOn‘

EXISTING AIRCRAFT

PARKING APRON

LEGEND

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

S.D

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

B

ID

D R

A W

IN

G

S

EXISTING FENCELINE

GATE PLAN AND

GATE DETAIL

C001

PROPOSED CANTILEVER GATE

NOTES:

1. REFER TO THE FENCE DETAILS ON SHEET C002 FOR SECURITY FENCE DETAILS.

2. REFER TO THE GATE DETAIL ON THIS SHEET FOR SECURITY GATE DETAILS.

3. GATE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND

SPECIFICATIONS.

4. TOTAL DRIVE RAILS AND GATE LENGTHS SHALL VARY TO MATCH INDIVIDUAL GATE SIZES, CONTRACTOR

SHALL CUT TO FIT AND JOIN MULTIPLE LENGTHS AS REQUIRED.

5. EXISTING FENCE SHALL BE PROTECTED IN PLACE UNLESS STATED OTHERWISE IN THE PLANS.

6. ANY STRUCTURE NOT CALLED OUT TO BE DEMOLISHED SHALL BE PROTECTED IN PLACE.

PLAN VIEW: PROPOSED GATE A

TYPICAL CANTILEVER SLIDING GATE

SECTION

FRONT VIEW: EXISTING GATE A - TO BE REMOVED AND REPLACED

PROPOSED PEDESTRIAN GATE

0'

GRAPHIC SCALE (FT)

60'30'15'

NORTH

PROPOSED ASPHALT

PAVEMENT SECTION, ITEM P-403.

SEE SHEET C002 FOR MORE

INFORMATION.

BID SCHEDULE A

BID SCHEDULE A

BID SCHEDULE A

Metepltvg" Lins) . L ast vTs

—u l I

- —n—rr-=51 SUNe a ____

CANTILEVER POSTS

12”I3

2” O.D. -

6’ MIN.

A 36”

43” MAX.

48”FINISHED GRADE 48'

SLIDE DIRECTION

- 18” DIA.r

18” DIA.

NTS

L

4” O.D. (2 REQ’D)

HEAVY DUTY ROLLERS WITH COVER

24” DIA.

AT BOTTOM

PORTION OF GATE

FRAME WITH FABRIC

EXISTING FENCELINE SHALL

BE PROTECTED IN PLACE,

ORDINARY

FENCE

BARBED WIRE ARM WITH

3—STRAND BARBED WIRE

ORDINARY

FENCE

OPERATOR CONCRETE

FOUNDATION (WHERE

PROVIDED)

I I I I I I

GATE OPERATOR

(WHERE PROVIDED)

HEAVY DUTY ROLLERS

WITH COVER (TYP)BARBED WIRE NOT

SHOWN. REFER TO

BARBED WIRE

ATTACHMENT DETAIL

ANCHOR DIMENSIONS ARE MINIMUM; HOWEVER, FOR

THIS ANCHOR BOTTOM DIAMETER SHALL BE 6”

LARGER THAN TOP DIAMETER.

PROVIDE CHAIN OR RAIL IN ACCORDANCE

WITH GATE AND GATE OPERATOR

MANUFACTURERS' RECOMMENDATIONS

DEMOLISH EXISTING

CANTILEVER GATE A AS

REQUIRED

CONSTRUCT A CATCH TO

PREVENT LATERAL

MOVEMENT OF GATE WHILE

IN CLOSED POSITION

EXISTING TREE SHALL BE

PROTECTED IN PLACE,

(TYP.).

Be•-t

PORTION OF GATE

FRAME WITHOUT FABRIC

LATCH POST

4” O.D.

CONCRETE

FOUNDATION,

P-610

GATE CLEAR OPENING

DIMENSION 20’

GATE CANTILEVER POSTS

DIMENSION SHALL BE AS DETERMINED

BY THE MANUFACTURER

I I

I

— € CANTILEVER POSTS

CANTILEVER POSTS '

4” O.D. (2 REQ’D)

48”

|20’(TYP.)|

65’

X X -------XX X X

140’

R25’(TYP.)

COUNTRY RD. 846

NEW, 4’ PEDESTRIAN GATE,

INSTALLED AND COMPLETE

CONSTRUCT NEW ASPHALT

PAVEMENT ACCESS ROAD,

SEE DETAIL ON SHEET C002

FOR MORE INFORMATION.

NEW, 20-F00T CANTILEVER GATE,

GATE OPERATOR, CARD READERS,

SECURITY AND COMMUNICATIONS,

INSTALLED, TESTED, AND

COMPLETE,

y miKIhl

"MHEMMM

x. y

S£

SE

C

U R

E

SI

D E1

I

N O

N -S

EC

U

R E

SI

D

E

2" WIRE MESH SECURITY FENCE, 6 FT

NO TRESPASSING

ENTRY UPON THIS PROPERTY BY PEDESTRIANS

OR WHEELED VEHICLES IS PROHIBITED

UNAUTHORIZED POSSESSION OF FIREARMS ON THESE

PREMISES IS A FELONY OFFENSE

SEBRING AIRPORT AUTHORITY

AVCON PROJECT NO.

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

S.D

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

B

ID

D R

A W

IN

G

S

TYPICAL FENCE,

PAVEMENT

SECTION, AND

GRADING DETAILS

C002

1. RESTORE ALL DISTURBED AREAS.

2. STABILIZATION SURROUNDING THE ACCESS ROAD AREAS SHALL EXTEND 2' PAST THE EDGE OF

PAVEMENT.

3. FDOT SP-9.5 MIX CAN BE SUBMITTED FOR APPROVAL BY THE ENGINEER IN LIEU OF P-403 FOR LANDSIDE

APPLICATIONS.

ACCESS ROAD PAVEMENT SECTION DETAIL

NOTES:

ASPHALT TO ASPHALT KEYING DETAIL

10‘—0" MAX CENTER TO CENTER

3 STRAND BARBED WIRE TOP RAIL

X-------------------- X-----------------------X-----------------------X-----------------------X X-------------------- X-----------------------X-----------------------X

X X-------------------- X---------------------- X---------------------- X---------------------- X X--------------------- X---------------------- X---------------------- X X--------------

X-----------X------------------------- X---------------------- X---------------------- X---------------------- X X-------------------- X---------------------- X---------------------- X rWflKBklC/LI I I "MHEMMM#9 TIE WIRES, 12” O.C.

CORNER POST

BRACE RAIL

LINE POST_________ 1)WN CONDUCTORS6’—0” MIN

eJP/

TENSION WIRE, NO. 7 N.

jy‘

FINISHED GRADE 2 X.22027 4S K

36” 36”

CONCRETE FOUNDATION, P-610 4

6”£ T T6”

LINE POSTS 10” DIA.

NTS NTS

--------— 12” MIN.

EXISTING GRADE

FINISHED GRADE

.------ EXISTING

• BITUMINOUS ?

PAVEMENT —

—IlIII—III—IIIIIIIF

NTS

1” PAVEMENT

DROP (TYP.)

SODDING, ITEM

T-904 (TYP.)

3 STRAND BARBED WIRE

MOUNTING BRACKET (45’)

NEW ROADWAY

PAVEMENT 10’

NEW ROADWAY

PAVEMENT 10’

EXOTHERMIC

CONNECTION

STABILIZED

SHOULDER 2’

SEE NOTE 2

STABILIZED

SHOULDER 2’

SEE NOTE 2

EXISTING

BASE

COURSE

NO TRESPASSING Sl

FASTENED TO THEF

500’. THE SIGN SHA

CENTERED AT THE 1

ABOVE THE TIE WIRE

CHAIN LINK FENCE FABRIC

2” MESH, 9 GAUGE, GALVANIZED FINISH

LIME ROCK

BASE COURSE,

ITEM P-211

CHAIN LINK FENCE FABRIC

2” MESH, 9 GAUGE,

GALVANIZED FINISH

ASPHALT SURFACE

COURSE, ITEM

P-403

EMULSIFIED

ASPHALT PRIME

COAT, ITEM P-602

SAWCUT EXISTING

PAVEMENT FULL DEPTH

PRIOR TO REMOVAL

MEET EXISTING

GRADE

SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH ITEM UNCLASSIFIED

EXCAVATION, ITEM P-152.

CONCRETE SHALL BE

CROWNED 1” ABOVE

FINISHED GRADE AT

ALL POSTS

3/8” ADJUSTABLE TRUSS

RODS AND TURNBUCKLE

(TYP)

6” LIMEROCK - 100%

COMPACTION, A.A.S.H.T.O.

T-180, ITEM P-211.22 MAX

EXISTING

GRADE, (TYP.)

PULL POSTS 12” DIA.

(CORNER, END, & TERMINAL)

FINISHED

GRADE, (TYP.)

EMULSIFIED

ASPHALT TACK

COAT, ITEM P-603

MEET EXISTING

GRADE

STRETCHER BARS, ONE EACH

SIDE OF POST

EXISTING BITUMINOUS

PAVEMENT AND BASE

COURSE TO BE

REMOVED

GROUND ROD, SEE GROUNDING

DETAILS

#9 GALV. CLIPS AT 2’-0” MAX

SPACING

2” ASPHALT

SURFACE COURSE,

ITEM P-403

___ 2.0%—_

STABILIZED SUBGRADE MIN. LBR

40, 98% COMPACTION, A.A.S.H.T.O.

T-180, ITEM P-152

EMULSIFIED ASPHALT

PRIME COAT, ITEM

P-602 _— 2.0% .

— S

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

S.D

P.V

D.J.N

D.J.N

FEBRUARY 2025

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

B

ID

D R

A W

IN

G

S

SIGNAGE DETAILS

C003

S T O P

DO NOT PROCEED

WHILE GATE

IS IN MOTION

SIGN DETAIL A

N.T.S.

30"

24"

TO OPEN GATE

SWIPE CARD

AND

ENTER PIN

NUMBER

IF THERE IS ANY PROBLEM

CALL (239) 657 - 9003

SIGN DETAIL B

11"

8.5"

WARNING

Moving Gate Can Cause Serious Injury Or Death

SIGN DETAIL C

N.T.S.

11"

8.5"

PERSONS ARE TO KEEP CLEAR;

THE GATE IS ABLE TO BE MOVED

WITHOUT PRIOR WARNING

DO NOT LET CHILDREN OPERATE THE

GATE OR PLAY IN THE GATE AREA

THIS ENTRANCE IS FOR VEHICLES ONLY

PEDESTRIANS MUST USE SEPARATE ENTRANCE

GATE

GATE A I.D. SIGN

N.T.S.

18"

15"

NOTE: BLACK LETTERS ON WHITE REFLECTIVE

BACKGROUND.

NO

TRESPASSING

GATE A

NO TRESPASSING SIGN

N.T.S.

24"

18"ENTRY UPON THIS PROPERTY BY PEDESTRIANS

OR WHEELED VEHICLES IS PROHIBITED

UNAUTHORIZED POSSESSION OF FIREARMS ON

THESE

PREMISES IS A FELONY OFFENSE

COLLIER COUNTY AIRPORT

AUTHORITY

1 REQUIRED PER EACH VEHICULAR GATE.

THE SIGN SHALL BE CENTERED AT THE GATE.

NOTE:

TOP:

WHITE LETTERS ON RED BACKGROUND.

BOTTOM:

RED LETTERS ON WHITE REFLECTIVE BACKGROUND

WITH RED BORDERS.

NOTE: ALL SIGN PANELS SHALL BE 1/8" THICK ALUMINUM FABRICATED PER

M.U.T.C.D. AND FDOT STANDARDS. SHEETING MATERIALS SHALL BE

RETROREFLECTIVE PER FDOT SPECIFICATIONS 700 AND 994.

NOTE: ATTACH SECURELY TO GATES WITH

COMPATIBLE FASTENERS.

ATTACH SECURELY TO GATE WITH COMPATIBLE

FASTENERS.

ATTACH SECURELY TO GATE WITH

COMPATIBLE FASTENERS.

NOTE: MOUNT SECURELY TO GATE WITH

COMPATIBLE FASTENERS.

GATE MOUNTED SIGN SCHEDULE

SIGN LOCATION

NOTE:

TOP:

WHITE LETTERS ON RED BACKGROUND.

BOTTOM:

BLACK LETTERS ON WHITE BACKGROUND.

ATTACH SECURELY TO GATE WITH COMPATIBLE

FASTENERS.

.AIRPOA,

(G)3

MAQA(KDIL‘I

"MHEMMM

A X.

N.T.S.

k

GATE A

TOTAL

FASTENED TO GATE

GENERAL NOTES

& SYMBOL

LEGEND

1. WHENEVER, IN THE CONTRACT DOCUMENTS, THE WORDS ''PROVIDE'', ''FURNISH'', ''INSTALL'', ''FURNISH AND INSTALL'', OR OTHER WORDS OF LIKE IMPORT ARE USED, IT SHALL BE

UNDERSTOOD THAT THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE FOR THE

CONSTRUCTION AND COMPLETION IN EVERY DETAIL OF THE WORK DESCRIBED. IT IS FURTHER

INTENDED THAT THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, MATERIALS,

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, TESTING AND INCIDENTALS REQUIRED TO

COMPLETE THE WORK IN ACCORDANCE WITH THE DRAWINGS (PLANS), SPECIFICATIONS AND

TERMS OF THE CONTRACT.

2. ALL EXCAVATION WITHIN 5 FEET OF AN UNDERGROUND UTILITY SHALL BE PERFORMED BY

HAND EXCAVATION METHODS.

3. THIS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.

4. THE LOCATION OF EXISTING UTILITIES AND TOPOGRAPHY HAVE BEEN PREPARED FROM THE

MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE INFORMATION IS NOT

GUARANTEED AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE VALIDITY OF THE

INFORMATION PRIOR TO CONSTRUCTION.

5. ALL TEMPORARY ROADS, FENCES, STRUCTURES, ETC. ESTABLISHED WITHIN THIS

CONSTRUCTION PACKAGE AND NOT TO BE INCORPORATED INTO THE FINAL IMPROVEMENTS

SHALL BE REMOVED AND THE AREAS RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO

FINAL ACCEPTANCE OF WORK, UNLESS OTHERWISE DIRECTED BY THE OAR.

6. CONTRACTOR SHALL APPLY FOR AND OBTAIN A HAULING PERMIT AND ANY OTHER

DEVELOPMENT AND CONSTRUCTION PERMITS IN ASSOCIATION WITH LOCAL REGULATIONS

AND CODE OF ORDINANCES AT HIS/HER EXPENSE PRIOR TO COMMENCEMENT OF WORK. THE

CONTRACTOR SHALL ALSO ENSURE FULL COMPLIANCE WITH ANY AND ALL PERMITS ISSUED

OR TO BE OBTAINED BY THE OWNER PRIOR TO THE BEGINNING OF CONSTRUCTION.

7. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AIR QUALITY AND POLLUTION CONTROL

REGULATIONS THAT PERTAIN TO CONSTRUCTION ACTIVITIES.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE PROJECT SITE & HAUL ROADS

FROM ANY FOREIGN OBJECT DEBRIS (FOD). CONTRACTOR SHALL BE RESPONSIBLE FOR

CLEANING THE MUD AND/OR DIRT DEPOSITED ON EXISTING PAVEMENT DUE TO HIS/HER

CONSTRUCTION ACTIVITY DAILY OR WHEN CONDITIONS REQUIRE CLEANING AS DIRECTED BY

THE OWNER'S AUTHORIZED REPRESENTATIVE (OAR) OR GOAA OPERATIONS.

9. REFER TO EXISTING AND PROPOSED CIVIL DRAWINGS FOR ACTUAL CIVIL, STRUCTURAL,

PAVING, DRAINAGE, BUILDING, AND UTILITY DETAILS FOR ALL WORK COINCIDING WITH THIS

PROJECT. ANY CIVIL OR STRUCTURAL DATA SHOWN ON THESE DRAWINGS IS FOR REFERENCE

ONLY. ITEMS SHOWN SCREEN (HALFTONE) ARE CIVIL, STRUCTURAL, BUILDING, OR EXISTING

ITEMS. ITEMS SHOWN IN SOLID BOLD ARE NEW TO BE INSTALLED UNDER THIS CONTRACT,

UNLESS OTHERWISE NOTED.

10. ALL EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE.

REPLACEMENT OF ANY DAMAGED EXISTING SYSTEM/UTILITIES TO REMAIN SHALL BE AT THE

CONTRACTOR'S EXPENSE.

11. ALL WORK SHOWN ON THE EXISTING CONDITIONS AND DEMOLITION DRAWINGS IS BASED ON

FIELD OBSERVATION OF THE ACTUAL EXISTING CONDITIONS AND ON EXISTING ''AS-BUILT''

DRAWINGS OF THE AREAS AFFECTED. THEY ARE THEREFORE CONSIDERED TO BE SCHEMATIC.

IT IS THE INTENT OF THE DEMOLITION DRAWINGS THAT ALL EQUIPMENT, DEVICES, FIXTURES, WIRING MATERIALS, SYSTEMS AND APPURTENANCES, ETC., WHICH ARE NO LONGER REQUIRED

AS A RESULT OF THE PROJECT BE REMOVED UNLESS SPECIFICALLY NOTED OTHERWISE.

12. SHOULD THE CONTRACTOR ENCOUNTER UNFORESEEN CONDITIONS CONTACT THE ENGINEER.

13. ELECTRICAL DEMOLITION WORK SHALL BE LIMITED TO THE AREAS AND SCHEDULES IDENTIFIED

IN THE APPROVED PHASING PLANS.

14. MANHOLES OR HANDHOLES SHALL NOT BE INSTALLED IN DITCHES, DRAINAGE SWALES OR

WHERE WATER WILL FLOW OVER OR POND ON TOP OF THE MANHOLE OR HANDHOLE.

15. DEWATERING FOR THE INSTALLATION OF MANHOLES, HANDHOLES, DUCT BANKS OR CONDUITS

ARE INCIDENTAL TO THE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY

FOR AND OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEWATERING.

16. THE IDENTITY OF ALL CABLES SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD. ANY

DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RECORDED IN

THE RECORD DRAWINGS TO PROVIDE AN ACCURATE RECORD CONDITION. THE CONTRACTOR

SHALL COORDINATE INFORMATION SHOWN ON THE PLAN SHEETS WITH EXISTING RECORD

INFORMATION AVAILABLE THROUGH THE AIRPORT MAINTENANCE STAFF. THESE PLANS DO NOT

PURPORT TO SHOW ALL EXISTING CABLES/CONCEALED UTILITIES WHICH WILL REQUIRE STAKE

OUT PRIOR TO CONSTRUCTION.

17. WHERE NECESSARY, PIPE BENDING SHOULD BE UTILIZED FOR OFFSETS,

"DOG-LEGS",BACK-SIDED RISERS, OR OTHER SUCH RUNS IN GALVANIZED CONDUITS. THE COST OF BENDING THESE PIPES AND THE INSTALLATION OF THESE PIPES IS THE RESPONSIBILITY OF

THE CONTRACTOR. FIELD BENDING OF PVC PIPES SHALL NOT BE ALLOWED WITHOUT PRIOR

APPROVAL OF THE USAGE AND BENDING TECHNIQUE BY OUC. BENDS, FITTINGS,

OFFSETS/ROLLING OF DUCTS AROUND/OVER/UNDER OBSTRUCTIONS, ETC. ARE AN INCIDENTAL

COMPONENT OF THE DUCT BANK, CONDUIT, AND RACEWAY INSTALLATION.

18. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS THEY ARE

IN ACCORDANCE WITH NFPA CODES AND APPROVED BY THE ARFF AND THE OAR

19. STAGING AREA - THE CONTRACTOR'S STAGING AREA IS IDENTIFIED IN THE CONTRACT

DOCUMENTS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED UTILITIES AS

SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND

ALL EQUIPMENT, MATERIALS, ETC., LEFT IN THE STAGING AREAS OR OTHER UNSECURED

AREAS.

20. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER AND OTHER UTILITIES NEEDED TO

COMPLETE THE WORK. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AND

OBTAIN APPLICABLE METERS AND PERMITS.

21. THIS CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK.

22. TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS SHALL BE CLEARLY MARKED AND

BARRICADED TO PROTECT PERSONNEL FROM ACCIDENTALLY ENTERING THE AREA. THE

CONTRACTOR SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF PERSONS TO BE ON

CALL 24 HOURS A DAY FOR EMERGENCY MAINTENANCE OF BARRICADES AND OTHER SAFETY

ISSUES.

23. THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION ACTIVITIES MAY BE TAKING PLACE

IN AND AROUND THE PROJECT AREA. CONTRACTOR IS REQUIRED TO COORDINATE THEIR

ACTIVITIES WITH OTHER CONTRACTORS.

24. ALL CONSTRUCTION ACTIVITY ON THE AOA SHALL CEASE AND PERSONNEL MUST DEPART THE CONSTRUCTION SITE WHEN THE CEILING IS LESS THAN 1,000 FEET AND/OR VISIBILITY IS LESS

THAN 3 MILES. TIME CRITICAL CONSTRUCTION ACTIVITY WILL BE EVALUATED ON A

CASE-BY-CASE BASIS BY AIRFIELD OPERATIONS.

INSTALLATION OF FIBER IN CONDUIT:

1. THE CONTRACTOR SHALL CONSIDER BEND RADIUS, TENSION, JAMMING, AND FILL RATIO

BEFORE PERFORMING ANY CONDUIT PULL OF OPTICAL FIBER.

2. TO ENSURE QUALITY OF OPTICAL FIBER IS MAINTAINED, THE CONTRACTOR SHALL

CALCULATE PULLING TENSION , CONDUIT FILL, AND SIDEWALL PRESSURE FOR EACH PULL.

3. THE CONTRACTOR SHALL FOLLOW THE FIBER OPTIC CABLE MANUFACTURER'S

RECOMMENDATIONS FOR MAXIMUM PULLING TENSION AND BEND RADIUS. THE RADIUS OF

ALL CONDUIT BENDS, CABLE GUIDES, SHEAVES AND CAPSTANS MUST BE GREATER THAN

THE CABLE'S MINIMUM BEND RADIUS.

4. FIBER OPTIC CABLES PULLED OVER SHARP LIPS AND CORNERS (E.G. MANHOLE EDGES,

CONDUIT ENDS) VIOLATE THE MINIMUM BEND RADIUS OF CABLES AND SHALL NOT BE

ACCEPTABLE. BREAKAWAY PULL SWIVELS, HYDRAULIC OR ELECTRONIC TENSION

MONITORING ON WINCH OR BULL WHEEL TYPE PULLERS MAY BE USED FOR LIMITING

TENSION.

5. PULLING TENSION, CONDUIT RADIUS AND FILL RATIO WILL AFFECT SIDEWALL PRESSURE

BETWEEN THE CABLE AND THE INSIDE OF THE CONDUIT BEND. THE CONTRACTOR SHALL

MAINTAIN SIDEWALL PRESSURES BELOW THE CRUSH LOAD ACCEPTANCE CRITERIA DEFINED

BY ANSI/ICEA-87-640 FOR OUTDOOR CABLES, ICEA-104-696 FOR INDOOR/OUTDOOR CABLES,

AND ANSI/ICEA-83-596 FOR INDOOR CABLES.

6. REPLACEMENT OF FIBER AND/OR FIBER CABLE DAMAGED DURING INSTALLATION IN

CONDUIT SHALL BE PAID FOR BY THE CONTRACTOR.

COORDINATION WITH OTHER

UTILITIES AND TRADES:

1. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DUCT AND MANHOLES WITH

ALL OTHER IMPACTED TRADES.

2. WHEREVER A CONFLICT ARISES BETWEEN THE PATHING OF COMMUNICATIONS DUCT AND

ANY OTHER UTILITY, THE UTILITY IN CONFLICT SHALL SUPERCEDE THE PLANNED PATHING

OF THE ELECTRICAL AND/OR COMMUNICATIONS DUCT.

3. THE CONTRACTOR SHALL ROUTE ELECTRICAL AND/OR COMMUNICATIONS DUCT BELOW ALL

EXISTING AND PROPOSED UTILITIES AND COORDINATE THE MINIMUM CLEARANCES WITH

ALL IMPACTED TRADES.

4. ADDITIONAL DUCT, DIRECTIONAL BORE, AND ADDITIONAL MANHOLES REQUIRED TO

COMPLETE THIS WORK BUT NOT SHOWN ON THESE PLANS SHALL BE INCIDENTAL TO THE

PROJECT.

5. WHEREVER BENDS IN DUCT WOULD SURPASS 180 DEGREES, THE CONTRACTOR SHALL

INSTALL AN ADDITIONAL MANHOLE WHETHER SHOWN OR NOT.

6. INSTALLING ELECTRICAL AND/OR COMMUNICATIONS INFRASTRUCTURE WITHOUT PROPER

COORDINATION WITH IMPACTED UTILITIES AND TRADES WILL BE DONE SO AT THE FULL

RESPONSIBILITY OF THE CONTRACTOR. ALL RE-WORK ASSOCIATED WITH FAILURE TO

COORDINATE INSTALLATION ACTIVITIES SHALL BE DONE AT THE EXPENSE OF THE

CONTRACTOR.

(2) 2" FIBER OPTIC CONDUIT - UNDERGROUND, DIRECT

BURIED

FOC COMMUNICATION HAND HOLE

FIXED CAMERA

FOC

ELECTRICAL LEGEND

SYMBOL NEW ITEM DESCRIPTION

ELECTRIC HAND HOLE

GENERAL ELECTRICAL NOTES AND COMMUNICATIONS INSTALLATIONS

CARD READER ISLAND

GATE OPERATORGC

SPECIAL NOTE:

ALL WORK SHALL BE COMPLIANT WITH COLLIER COUNTY IT AND VERTICAL STANDARDS. IN

THE EVENT A CONFLICT SHOULD ARISE, THE COLLIER COUNTY STANDARD SHALL PREVAIL.

AVCON PROJECT NO.

NO. DATE BY DESCRIPTION

DRAWN BY:

APPROVED BY:

CHECKED BY:

DESIGNED BY:

DATE:

SCALE:

REVISIONS:

IMMOKALEE REGIONAL

AIRPORT

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

AS NOTED

S.D

P.V

D.J.N

D.J.N

FEBRUARY 2025

2023.0254.02 v:

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ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

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AIRPORT

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

ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IMM SECURITY

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

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REVISIONS:

NO. DATE BY DESCRIPTION

DESIGNED BY: S.D

DRAWN BY: p.v

CHECKED BY: D.J.N

APPROVED BY: D.J.N

DATE: FEBRUARY 2025

AVCON PROJECT NO. 2023.0254.02

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SERVICE DISCONNECT

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BUILDING

EXISTING AIRPORT

FENCELINE, (TYP.)

PARKING LOT

PULL NEW FIBER THROUGH

EXISTING CONDUIT. REFER TO

CROSS SECTION ON THIS SHEET.

AIRCRAFT PARKING APRON

EXISTING ELECTRICAL

LINE, (TYP.)

EXISTING FIBER TO

GATE

NEW FIBER AND PULL BOX.

REFER TO FIBER SITE

PLANS 4

VEHICLE GATE C

5.0' OFFSET,

(TYP.)

6-FOOT CHAIN LINKE FENCE WITH

BARBED WIRE, SEE SHEET C002

NEW 10' PEDESTRIAN

DOUBLE SWING GATE,

INSTALLED AND COMPLETE ELECTRICAL POWER SHALL BE FIELD LOCATED AND

MARKED PRIOR TO STARTING FENCE POST

INSTALLATIONS. THE OWNER AND ENGINEER

RESERVE THE RIGHT TO ADJUST FENCE LOCATIONS

AND DIMENSIONS AS NEED TO AVOID IMPACTING

EXISTING UNDERGROUND UTILITIES.

5 6

NEW 1"C WITH 2#10, #12G

4"C (GEN FEEDER)

1"C (GEN AUX. PANEL)

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AIRPORT

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

ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IM

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ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

T202

T201

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ENLARGED PLAN

KEY NOTES

1 ENLARGED AREA - TERMINAL BUILDING

1. EXISTING CONCRETE POLE WITH POINT TO POINT

ANTENNA. SHOWN FOR REFERENCE.

2. MOUNT NEW AUTOMATIC TRANSFER SWITCH TO

EXISTING CABINET.

3. PROVIDE NEW GENERATOR WITH EXTERIOR HOUSING ,

DIESEL BELLY TANKS, AND CONCRETE PAD. REFER TO

ONE-LINE DIAGRAM AND DIV. 26.

4. TERMINATE FIBER IN EXISTING DATA CABINET LOCATED

IN TERMINAL. REFER TO COMMUNCATION BLOCK

DIAGRAM.

5. NEW CONCRETE POLE WITH CAMERA, LIGHT, AND

CAMERA INTERFACE BOX. REFER TO DETAIL ON SHEET

T303. AIM CAMERA AT FUEL FARM.

6. 11X17 QUAZITE ELECTRICAL HANDHOLE WITH TIER 22

COVER.

7. LOCATE NEW LIGHT POLE AT INSIDE CORNER OF

FENCED IN AREA. REFER TO T303FOR DETAIL.

8. PROVIDE NEW 6-STRAND SINGLE MODE FIBER IN 2"C.

PULL THROUGH EXISTING FIBER CONDUIT TO TERMINAL

BUILDING. REFER TO COMMUNCAITON BLOCK DIAGRAM.

SCALE: 1:15

GRAPHIC SCALE (FT)

20105

T2

2 EXISTING DUCT - CROSS SECTION

SCALE: NTS

EXST. 12 STRAND

TO GATE D EXST. 12 STRAND

TO GATE E

NEW. 6 STRAND SINGLE

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EXST. 3-CELL MAXCELL

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SCALE: AS NOTED

REVISIONS:

NO. DATE BY DESCRIPTION

DESIGNED BY: S.D

DRAWN BY: p.v

CHECKED BY: D.J.N

APPROVED BY: D.J.N

DATE: FEBRUARY 2025

AVCON PROJECT NO. 2023.0254.02

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EXISTING AIRPORT

FENCELINE, (TYP.)

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(2)2" FIBER CONDUITS. REFER

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AIRPORT

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

ENGINEERS & PLANNERS

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

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

www.avconinc.com

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

AVCON, INC.

IM

M

S

EC

U R

IT

Y

ENHANCEMENTS

RECORD DRAWING

THESE "RECORD DRAWINGS" MAY SHOW SIGNIFICANT CHANGES

IN THE WORK MADE DURING CONSTRUCTION. THIS

INFORMATION IS PROVIDED BY THE CONTRACTOR AND OTHER

SOURCES NOT UNDER THE DIRECT SUPERVISION AND CONTROL

OF THE ENGINEER VIA "MARKED-UP PRINTS, DRAWINGS AND

OTHER DATA" AND HAS BEEN COMPILED AND INCORPORATED

INTO THE DRAWING BY THE ENGINEER AS A REPRESENTATION

OF THE CONSTRUCTION PROJECT. THESE DOCUMENTS ARE

BELIEVED TO BE CORRECT TO THE ENGINEER'S KNOWLEDGE;

HOWEVER THE ACCURACY OF THE INFORMATION CANNOT BE

GUARANTEED.

T202

T201

GATE A OVERALL

PLAN

KEY NOTES

1 GATE A OVERALL PLAN

1. NEW 2" DIRECT BURIED SCH40 PVC TO NEW

EQUIPMENT RACK. REFER TO ELECTRICAL ONE LINE

DIAGRAM.

2. EXISTING UTILITY POLE WITH EXISTING POLE HUNG

TRANSFORMER.

3. NEW CONCRETE POLE WITH METER BASE AND

DISCONNECT.

SCALE: 1:20 0

GRAPHIC SCALE (FT)

402010

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SCALE: AS NOTED

REVISIONS:

NO. DATE BY DESCRIPTION

DESIGNED BY: S.D

DRAWN BY: p.v

CHECKED BY: D.J.N

APPROVED BY: D.J.N

DATE: FEBRUARY 2025

AVCON PROJECT NO. 2023.0254.02

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THRU-BEAM

ENTRAPMENT

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3'

2" FOR CARD READER, CODE

BLUE, A RELAY OUTPUT CABLE

1"C TO…