Air Center Apron - Plans.PDF

PDF 36 MB Posted Sep 19, 2025

Attached to: Air Center Apron Expansion
Solicitation number: RFB-7-0-2025/CE
Issued by: Charlotte County, Florida

About this file

Written by GovTribe AI · Sep 24, 2025

This is a comprehensive set of construction documents for the Air Center Apron Expansion project at Punta Gorda Airport, prepared by Michael Baker International for the Charlotte County Airport Authority. The project involves expanding the asphalt aircraft parking ramp, constructing a new Taxilane G3, and performing associated site improvements across approximately 11.9 acres. The work includes clearing and grubbing, site demolition, earthwork, drainage improvements, pavement markings, taxiway edge lighting, taxiway signage, electrical duct banks, and turfing. The project is divided into multiple bid schedules (A, B, C, and D) with varying scopes, and is anticipated to start in November 2025, with construction durations ranging from 123 to 210 calendar days depending on the selected schedule.

The documents provide detailed specifications for bidding, including extensive electrical, civil, and site work requirements. The project is funded through the airport authority and involves multiple bid additive options that can expand the project's scope. Key technical elements include installing new LED taxiway edge lights, constructing aircraft-rated drainage structures, creating new pavement sections, and implementing comprehensive erosion control measures. The project requires precise coordination with airport operations, with strict safety and operational guidelines to minimize disruption to existing airport activities. Contractors will need to maintain radio communication with air traffic control, adhere to strict airfield access protocols, and follow comprehensive environmental and safety management plans.

View the file

Other files

File	Type	Posted
Air Center Apron - Bid Documents - Vol 2 of 2.PDF	PDF	Sep 19, 2025
Air Center Apron - Bid Documents - Vol 1 of 2.PDF	PDF	Sep 19, 2025
Air Center Apron - Bid Schedule (Excel).XLSX	XLSX spreadsheet	Sep 19, 2025
Air Center Apron - CSPP.PDF	PDF	Sep 19, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AIR CENTER APRON EXPANSION

PUNTA GORDA AIRPORT

4010 WEST BOY SCOUT BLVD., SUITE 400 ● TAMPA, FL 33607

CERTIFICATE OF AUTHORIZATION # 28861

MICHAEL BAKER INTERNATIONAL PROJ. NO. #205146

AUGUST 2025

CONSTRUCTION DOCUMENTS

FOR

G001

PREPARED FOR

BID NO. RFB X-X-20XX/XX

FDOT. PROJECT NO. TBD

BID DOCUMENTS

CHARLOTTE COUNTY AIRPORT AUTHORITY

PEACE RIVER

PIPER RD

HENRY ST

PUNTA

GORDA

AIRPORT

VICINITY MAP

AIRPORT ADDRESS

28000 A-1 AIRPORT RD.

PUNTA GORDA, FL 33982

(941) 639-1101

CHARLOTTE COUNTY, FL

LOCATION OF PROJECT

LOCATION MAP

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

N D

S U

M M

O F

Q U

.d w g

D O

C U

G002

205146

TBD

D R

DRAWING INDEX

Sheet

Number Sheet Title

G001 COVER SHEET

G002 DRAWING INDEX

G003 SUMMARY OF QUANTITIES

G004 GENERAL NOTES (1 OF 2)

G005 GENERAL NOTES (2 OF 2)

G101 PROJECT LAYOUT, ACCESS, AND STAGING PLAN

G301 SURVEY CONTROL PLAN

G401 CONSTRUCTION PHASING PLAN

G402 CONSTRUCTION PHASING PLAN (SCHEDULE)

G451 CONSTRUCTION PHASING PLAN - SUBPHASE 1A

G452 CONSTRUCTION PHASING PLAN - SUBPHASE 1B

G453 CONSTRUCTION PHASING PLAN - SUBPHASE 2

G454 CONSTRUCTION PHASING PLAN - SUBPHASE 3

G455 CONSTRUCTION PHASING PLAN - SUBPHASE 4A

G456 CONSTRUCTION PHASING PLAN - SUBPHASE 4B

G457 CONSTRUCTION PHASING PLAN - SUBPHASE 4C

G458 CONSTRUCTION PHASING PLAN - SUBPHASE 5

G471 PHASING DETAILS

C101A EXISTING CONDITIONS & DEMOLITION PLAN (BASE BID)

C101B EXISTING CONDITIONS & DEMOLITION PLAN (BASE BID + ADDITIVE 1)

C101C EXISTING CONDITIONS & DEMOLITION PLAN (BASE BID + ADDITIVES 1-2)

C101D EXISTING CONDITIONS & DEMOLITION PLAN (BASE BID + ADDITIVES 1-3)

C401A PAVEMENT GEOMETRY PLAN (BASE BID)

C401B PAVEMENT GEOMETRY PLAN (BASE BID + ADDITIVE 1)

C401C PAVEMENT GEOMETRY PLAN (BASE BID + ADDITIVES 1-2)

C401D PAVEMENT GEOMETRY PLAN (BASE BID + ADDITIVES 1-3)

C451 TYPICAL PAVEMENT SECTIONS & PAVING DETAILS

C461 TAXIWAY CONNECTOR PROFILE

C601 CROSS-SECTIONS (1 OF 2)

C602 CROSS-SECTIONS (2 OF 2)

C701A GRADING & DRAINAGE PLAN (BASE BID)

C701B GRADING & DRAINAGE PLAN (BASE BID + ADDITIVE 1)

C701C GRADING & DRAINAGE PLAN (BASE BID + ADDITIVES 1-2)

C701D GRADING & DRAINAGE PLAN (BASE BID + ADDITIVES 1-3)

C711 DITCH LAYOUT PLAN

C721 STORM PROFILES

C731 EXISTING POND MODIFICATION PLAN

C751 GRADING AND DRAINAGE DETAILS (1 OF 3)

C752 GRADING AND DRAINAGE DETAILS (2 OF 3)

C753 GRADING AND DRAINAGE DETAILS (3 OF 3)

C801A EROSION CONTROL & TURFING PLAN (BASE BID)

C801B EROSION CONTROL & TURFING PLAN (BASE BID + ADDITIVE 1)

C801C EROSION CONTROL & TURFING PLAN (BASE BID + ADDITIVES 1-2)

C801D EROSION CONTROL & TURFING PLAN (BASE BID + ADDITIVES 1-3)

C851 EROSION CONTROL DETAILS

C871 STORMWATER POLLUTION PREVENTION PLAN

C901 PAVEMENT MARKING PLAN

C951 PAVEMENT MARKING DETAILS

DRAWING INDEX

Sheet

Number Sheet Title

E001 ELECTRICAL GENERAL NOTES

E002 ELECTRICAL LEGEND AND ABBREVIATIONS

E101A ELECTRICAL DEMOLITION PLAN (BASE BID)

E101B ELECTRICAL DEMOLITION PLAN (BASE BID + ADDITIVE 1)

E101C ELECTRICAL DEMOLITION PLAN (BASE BID + ADDITIVES 1-2)

E101D ELECTRICAL DEMOLITION PLAN (BASE BID + ADDITIVES 1,2,3)

E201A ELECTRICAL CIRCUITRY PLAN (BASE BID)

E201B ELECTRICAL CIRCUITRY PLAN (BASE BID + ADDITIVE 1)

E201C ELECTRICAL CIRCUITRY PLAN (BASE BID + ADDITIVE 2)

E201D ELECTRICAL CIRCUITRY PLAN (BASE BID + ADDITIVE 3)

E301A ELECTRICAL LAYOUT PLAN (BASE BID)

E301B ELECTRICAL LAYOUT PLAN (BASE BID + ADDITIVE 1)

E301C ELECTRICAL LAYOUT PLAN (BASE BID + ADDITIVES 1-2)

E301D ELECTRICAL LAYOUT PLAN (BASE BID + ADDITIVE 3)

E401 ELECTRICAL DETAILS (1 OF 3)

E402 ELECTRICAL DETAILS (2 OF 3)

E403 ELECTRICAL DETAILS (3 OF 3)

E601 LIGHTING SCHEDULE SHEETS

E602 LIGHTING SCHEDULE SHEETS

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

N D

S U

M M

O F

Q U

.d w g

D O

C U

G003

205146

TBD

Y O

F Q

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

dw g

D O

C U

G004

205146

TBD

N O

(1 O

F 2)

GENERAL NOTES:

1. THIS PROJECT IS SUBJECT TO CONTRACTOR COORDINATION WITH CURRENT AIRFIELD

PROJECTS AS WELL AS FUTURE PROJECTS.

2. CONSTRUCTION STAKE-OUT SHALL BE PERFORMED BY CONTRACTOR IN ACCORDANCE WITH

SECTION C-107 OF THE PROJECT TECHNICAL SPECIFICATIONS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTS THAT MAY BE

REQUIRED TO LAY OUT THE CONSTRUCTION. AN AS-BUILT SURVEY SHALL BE PROVIDED TO

THE OWNER AND ENGINEER AT THE CONCLUSION OF ALL WORK. THE COST OF STAKING AND

AS-BUILTS WILL BE PAID FOR UNDER SECTION C-106.

3. THE CONTRACTOR SHALL PROVIDE RED LINE RECORD DRAWINGS TO THE ENGINEER FOR

DOCUMENTATION OF DEVIATIONS TO THE PLANS IN ELECTRONIC PDF FORMAT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL

EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. CONTACT

SUNSHINE 811 AND AIRPORT OPERATIONS FOR LOCATES. ANY DAMAGES TO UTILITIES,

RESULTING FROM CONTRACTOR ACTIVITIES, ON OR OFF AIRPORT PROPERTY, SHALL BE

REPAIRED BY THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE

OWNER OF THE DAMAGED UTILITY. NO REIMBURSEMENT WILL BE ALLOWED FOR UTILITY/PIPE

REPAIR OR REPLACEMENT. PRIOR TO DIGGING ANY TRENCHES, CONTRACTOR SHALL NOTIFY

ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, WATER, SEWER, ETC.) AND OBTAIN LOCATIONS

OF UNDERGROUND UTILITIES.

5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEAN UP AND DISPOSAL OF ALL TRASH

AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. ALL TRASH AND DEBRIS MUST BE

LEGALLY DISPOSED OF OFFSITE. THE CONTRACTOR SHALL WORK WITH THE RPR & PROVIDE

A 72 HOUR ADVANCE NOTICE BEFORE SCHEDULING ALL RUNWAY AND TAXIWAY

OPENINGS/CLOSINGS.

6. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO

SUBMITTING A BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY KNOWN

VARIATIONS FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS PRIOR TO

BIDDING.

7. THE EXISTING AIRPORT PAVEMENTS, ACCESS ROADS, AND HAUL ROUTES MAY NOT BE

CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. PRIOR TO

BIDDING, THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE

EXISTING SURFACES TO SUPPORT THE TYPE OF EQUIPMENT HE PLANS TO USE.

CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION ACCORDINGLY. THE

CONTRACTOR SHALL PHOTOGRAPH AND/OR VIDEO THE HAUL ROUTE PRIOR TO THE START

OF ANY CONSTRUCTION ACTIVITIES AND SUBMIT A COPY TO THE ENGINEER PRIOR TO

STARTING WORK. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTION

ACTIVITY TO EXISTING PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR SHALL CONFINE OPERATIONS TO THE LIMITS OF CONSTRUCTION & ACCESS

ROUTES SHOWN ON THE PLANS. ALL AREAS THAT ARE DISTURBED BY THE CONTRACTOR'S

OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD, STOCKPILE AND STAGING

AREAS, HAUL ROUTES, TEMPORARY EQUIPMENT PARKING AREAS, ETC., SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION AND GRASSED (IF APPLICABLE) UPON

COMPLETION OF THE PROJECT. IN ADDITION, ALL EXISTING ROADS, APRONS AND TAXIWAYS

THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING

CONSTRUCTION AND RESTORED TO THEIR PRE-CONSTRUCTION CONDITION. NO SEPARATE

MEASUREMENT OR PAYMENT WILL BE MADE FOR THESE REQUIREMENTS FOR THIS ITEM. NO

PAYMENT SHALL BE MADE FOR TURFING REQUIRED OUTSIDE THE LIMITS SHOWN ON THE

TURFING PLANS AS THIS WORK SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION TO

MOBILIZATION.

9. ANY DAMAGE DONE TO AIRPORT PROPERTY, FACILITIES OR UTILITIES (SUCH AS PAVEMENTS, FENCING, SIGNS, LIGHTS, NAVAIDS AND EXISTING CABLES) SHALL BE QUICKLY REPAIRED BY

THE CONTRACTOR IN A MANNER THAT IS SATISFACTORY TO THE OWNER OF THE FACILITY.

THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS.

10.THE RPR SHALL DESIGNATE AREAS TO BE USED BY THE CONTRACTOR FOR THE PARKING OF

CONSTRUCTION EQUIPMENT AND VEHICLES WHEN NOT ENGAGED IN THE CONSTRUCTION

DURING NON- WORKING DAYS AND NIGHTS AS WELL AS AREAS FOR CONTRACTOR'S

EMPLOYEES AUTO PARKING.

11.STAGING AREAS AND CONTRACTOR UTILITIES: STAGING AREAS DO NOT HAVE UTILITIES.

ANY UTILITIES REQUIRED BY THE CONTRACTOR SHALL BE COORDINATED WITH THE UTILITY

COMPANIES AND SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL STAGING

AREAS SHALL BE RESTORED TO A GRADED, TURFED, DRAINABLE CONDITION. CONTRACTOR

SHALL ACQUIRE AND MAINTAIN A CHEMICAL TOILET FOR USE BY CONTRACT WORKERS.

12.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS

MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS

NECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE IN THE GENERAL

LOCATION SHOWN ON DRAWING G-101. FINAL LOCATION TO BE COORDINATED WITH RPR.

13.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES

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

THE AFFECTED ROADWAYS.

14. WASTE DISPOSAL AND BORROW AREAS: ALL WASTE MATERIAL MUST BE LEGALLY DISPOSED

OFFSITE. EXCESS EXCAVATED MATERIAL AND DEMOLISHED ITEMS SHALL BECOME

PROPERTY OF THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED IN THE PLANS AND

SPECIFICATIONS. SUITABLE EXCAVATED SOILS SHALL BE USED AS EMBANKMENT TO THE

MAXIMUM EXTENT POSSIBLE.

15.COORDINATION OF CONSTRUCTION ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE

FOR MAINTAINING CONSTANT COORDINATION BETWEEN SUBCONTRACTORS, AIRPORT

FACILITIES, AIRPORT OPERATIONS, THE ENGINEER AND OTHER CONTRACTORS WORKING ON

ADJACENT PROJECTS. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR

SHALL BE REVIEWED AND APPROVED BY THE ENGINEER, OPERATIONS, AND THE AIRPORT.

16. PROJECT PAY ITEMS: UNIT PRICE QUANTITIES PROVIDED IN THE BID ARE APPROXIMATE AND

ARE USED SOLELY FOR THE COMPARISON OF BIDS. PAYMENTS MADE BY THE AIRPORT

SHALL BE BASED ON THE ACTUAL QUANTITY OF WORK COMPLETED, MEASURED IN PLACE,

AND ACCEPTED.

17. QUALITY CONTROL PLAN: WITHIN 10 DAYS OF NOTIFICATION OF INTENT TO AWARD, THE

CONTRACTOR SHALL SUBMIT A WRITTEN QUALITY CONTROL PLAN. THE CONTRACTOR SHALL

DESIGNATE A QUALITY CONTROL OFFICER RESPONSIBLE FOR THE QUALITY OF

CONSTRUCTION AND SHALL INCLUDE AN ORGANIZATIONAL CHART DESIGNATING QUALITY

CONTROL RESPONSIBILITIES. THE PLAN SHALL ENCOMPASS A PROGRAM OF QUALITY

CONTROL ACTIVITIES FOR THE PROJECT AS A WHOLE, AS WELL AS SPECIFIED PROCEDURES

FOR EACH ELEMENT OF WORK. FOR EACH MAJOR ELEMENT OF WORK, THE CONTRACTOR

SHALL DESCRIBE IN THE QUALITY CONTROL PLAN PRELIMINARY INSPECTION PROCEDURES

TO BE ACCOMPLISHED PRIOR TO START UP, PROGRESS INSPECTION PROCEDURES TO

MONITOR THE WORK IN PROGRESS, AS WELL AS FINAL INSPECTIONS TO VERIFY ALL TESTS

HAVE BEEN PERFORMED AND ARE PASSING, AND ALL CONDITIONS OF THE SPECIFICATIONS

HAVE BEEN MET. FOR ADDITIONAL QUALITY CONTROL REQUIREMENTS, REFER TO SECTIONS

50 & 60 OF THE GENERAL PROVISIONS AS WELL AS TECHNICAL SPECIFICATION C-100.

SAFETY NOTES:

1. EACH CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE

FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT:

a. OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2G.

b. AIRPORT SAFETY SELF-INSPECTION - AC 150/5200-18C.

c. PAINTING, MARKING, AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5D.

2. NOTICE TO AIR MISSIONS (NOTAMS) - THE CONTRACTOR WILL PROVIDE THE NECESSARY

INFORMATION ON CONSTRUCTION CONDITIONS (AIRFIELD PAVEMENT CLOSURES, TIE-INS,

ETC.) TO THE OWNER A MINIMUM OF THREE (3) DAYS PRIOR SO THAT A NOTAM CAN BE

SCHEDULED AND ISSUED BY OWNER.

3. CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAY OR TAXIWAYS

AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE RPR.

4. CONTRACTOR SHALL MAINTAIN RADIO COMMUNICATION WITH THE AIR TRAFFIC CONTROL

TOWER (ATCT) TO ACCESS AND WORK WITHIN AIRCRAFT MOVEMENT AREAS WITHIN

MOVEMENT AREAS. CONTRACTOR WILL HAVE A WORKING RADIO ON SITE DURING

CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL INCLUDING ALL FLAGMEN TO

CONTINUOUSLY MONITOR THE APPROPRIATE FREQUENCY.

5. ALL EMPLOYEES, AGENTS VENDORS, INVITEES, ETC. OF THE CONTRACTOR OR

SUBCONTRACTORS REQUIRING ACCESS TO THE AIR OPERATIONS AREA (AOA) SITE SHALL BE

REQUIRED TO DISPLAY DRIVER'S LICENSE, AIRFIELD DRIVER'S TRAINING, AND IDENTIFICATION

OF COMPANY WORKED FOR UPON REQUEST. IDENTIFIABLE HARD HATS OR OTHER

IDENTIFICATION SHALL ALSO BE WORN AT ALL TIMES. THE PRIME CONTRACTOR SHALL BE

RESPONSIBLE FOR BACKGROUND CHECKS ON ALL OF ITS OWN AND ALL SUBCONTRACTOR

EMPLOYEES.

6. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION

WORK AREA SHALL BE SEPARATED BY LOW PROFILE BARRIERS WITH RED FLASHING LIGHTS.

NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVE AIRPORT OPERATIONAL AREAS. THE

CONTRACTOR SHALL PROVIDE AND INSTALL THE BARRIERS.

7. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORT IN THE

ACTIVE AIRCRAFT OPERATIONS AREA (AOA) SHALL MEET THE FAA REQUIREMENTS FOR

MARKING AND LIGHTING. UNAUTHORIZED VEHICLES ARE TO BE ESCORTED BY A RADIO

EQUIPPED CONTRACTOR VEHICLE OR A RADIO EQUIPPED SUB-CONTRACTOR VEHICLE AT ALL

TIMES WHILE ON AIRPORT PROPERTY. AN AUTHORIZED VEHICLE MAY ONLY ESCORT A SINGLE

UNAUTHORIZED VEHICLE AT A TIME. ANY VEHICLE OPERATING IN THE ACTIVE AOA DURING

THE HOURS OF DARKNESS SHALL UTILIZE ITS FLASHING AMBER (YELLOW) DOME LIGHT,

MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES

FOR MAINTENANCE AND EMERGENCY VEHICLES. DURING DAYLIGHT HOURS ANY VEHICLE

OPERATING IN THE ACTIVE AOA IS TO BE EQUIPPED WITH A 3'X3', OR LARGER, ORANGE AND

WHITE CHEKERBOARD FLAG CLEARLY DISPLAYED AS WELL AS COMPANY LOGO (SEE FAA AC

150/5210-5D)

8. ALL NON-RADIO EQUIPPED CONTRACTOR VEHICLES THAT ARE REQUIRED TO OPERATE ON

OR ACROSS ACTIVE RUNWAYS, TAXIWAYS, APRONS AND RUNWAY APPROACH AND

PROTECTION ZONES SHALL DO SO UNDER THE DIRECT CONTROL OF A RADIO EQUIPPED

ESCORT VEHICLE OPERATED BY BADGED PERSONNEL ONLY. EQUIPPED VEHICLES SHALL

MONITOR GROUND CONTROL FREQUENCY. ALL AIRCRAFT TRAFFIC ON RUNWAYS, TAXIWAYS

AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC.

9. ANY CONSTRUCTION ACTIVITY WITHIN AN ACTIVE RUNWAY SAFETY AREA (RSA) OR AN ACTIVE

TAXIWAY OBJECT FREE AREA (TOFA) OR OPEN EXCAVATIONS IN EXCESS OF THREE INCHES

DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR

TAXIWAY, UNLESS OTHERWISE APPROVED BY AIRPORT OPERATIONS. CLOSURE REQUIRES

THE SAME PROVISIONS FOR NOTAMS.

10. OPEN TRENCHES, AND EXCAVATIONS LOCATED IN THE AOA SHALL BE PROMINENTLY MARKED

WITH FLAGS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED

VISIBILITY AND DARKNESS.

11. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED. BURNING OF

DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY.

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

RESULTING FROM AIRCRAFT JET BLAST OR WIND CONDITIONS. STOCKPILE HEIGHT SHALL BE

LESS THAN 25 FEET.

13. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED

TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING ALONG WITH A BADGED, RADIO

EQUIPPED ESCORT TO DIRECT VEHICULAR TRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE

CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT APPROVED BY THE ENGINEER AT

EACH CROSSING TO KEEP THE CROSSING CLEAN OF ALL DIRT AND DEBRIS SAFE FOR

AIRCRAFT TRAFFIC. TAXIWAYS AND EXISTING APRONS SHALL BE KEPT FREE OF ALL DEBRIS,

DIRT, ETC., AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OR OTHER MATERIAL SHALL BE

CLEANED UP IMMEDIATELY BY THE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER OR

VACUUM AS REQUIRED BY THE ENGINEER. A PROGRAM OF REGULAR TAXIWAY AND APRON

INSPECTION WILL BE PLANNED BY THE CONTRACTOR, AIRPORT OPERATIONS AND THE

ENGINEER.

14. DEBRIS, WASTE AND LOOSE MATERIAL SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT

MOVEMENT AREAS AS LOOSE MATERIAL IS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT

LANDING GEAR, PROPELLERS OR BEING INGESTED IN JET ENGINES. ANY LOOSE MATERIAL

OBSERVED BY CONTRACTOR ON AIRFIELD PAVEMENTS SHALL BE IMMEDIATELY REMOVED BY

CONTRACTOR. CONTINUOUS SWEEPING AND WATERING SHALL BE PERFORMED BY

CONTRACTOR TO PROACTIVELY REMOVE LOOSE DEBRIS AND PREVENT DUST ON AND

AROUND AIRFIELD PAVEMENTS.

15. THE CONTRACTOR SHALL SCHEDULE AN INSPECTION WITH AIRPORT OPERATIONS PRIOR TO

OPENING WORK AREAS FOR AIRCRAFT USE. ANY AIRFIELD PAVEMENT THAT MAY HAVE BEEN

SUBJECTED TO FOREIGN OBJECT DEBRIS (FOD) FROM CONSTRUCTION SHALL BE INSPECTED

BY AIRPORT OPERATIONS PRIOR TO REOPENING TO AIRCRAFT TRAFFIC.

16. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY AIRPORT

OPERATIONS IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF AIRPORT ACTIVITIES OR

SAFETY. THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE

THE SITE IN ORDER TO ENABLE AIRCRAFT OPERATIONS. NECESSARY EXTENSIONS IN

CONTRACT TIME WILL BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE

DELAYS.

17. THE CONTRACTOR SHALL CEASE EXCAVATION AND CONTACT AIRPORT FACILITIES UPON THE

DISCOVERY OF ANY LINES, CONDUITS, OR PIPES THAT HAVE NOT BEEN PREVIOUSLY

IDENTIFIED. EXCAVATION SHALL NOT CONTINUE UNTIL THE ITEM IS IDENTIFIED AND/OR

APPROVAL IS GRANTED BY THE ENGINEER. ANY UNPLANNED, UNAPPROVED, OR

ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR

NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION TO THE ENGINEER BY THE

CONTRACTOR.

18. THE CONTRACTOR SHALL SUBMIT A WRITTEN SAFETY PLAN WITHIN 10 DAYS OF NOTIFICATION

OF INTENT TO AWARD. THE SAFETY PLAN SHALL INCLUDE CONTINGENCY PLANS FOR

ABNORMAL FAILURES AND UNEXPECTED DISASTERS. THE PLAN SHALL SUMMARIZE THE

CONTRACTOR'S ACTION TO PROMOTE, MAINTAIN, AND CONTROL ALL PROJECT WORK TO

ENSURE A SAFE WORK ENVIRONMENT AND TO MEET ALL LOCAL, STATE AND FEDERAL

CONSTRUCTION SAFETY REGULATIONS. THE FAA, FDOT, AND OWNER PROJECT NUMBERS

SHALL BE STATED ON THE COVER OF THE PLAN AS APPLICABLE. THE PLAN SHALL ADDRESS

HOW SITE SAFETY AND SECURITY WILL BE MAINTAINED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

19. JET AIRCRAFT OPERATING ON THE AIRFIELD MAKE THE CONSTRUCTION AREA A ZONE OF

HIGH LEVEL NOISE. THE CONTRACTOR IS ADVISED TO TAKE THE NECESSARY PRECAUTIONS,

SUCH AS THE USE OF EAR PLUGS AND EAR MUFFS TO PREVENT EAR INJURY TO ANY

PERSONNEL WORKING IN THE AREA.

ACRONYMS:

RPR = RESIDENT PROJECT REPRESENTATIVE

FAA = FEDERAL AVIATION ADMINISTRATION

AC = ADVISORY CIRCULAR

CSI = CONSTRUCTION SPECIFICATION INSTITUTE

TOFA = TAXIWAY OBJECT FREE AREA

TSA = TAXIWAY SAFETY AREA

ROFA= RUNWAY OBJECT FREE AREA

RSA = RUNWAY SAFETY AREA

RPZ = RUNWAY PROTECTION ZONE

UTILITY OWNERS:

FLORIDA POWER AND LIGHT (FP&L) - ELECTRICAL SERVICE (941)423-4807

CITY OF PUNTA GORDA (CITY) - WATER AND SEWER (941)575-3339

TECO PEOPLE'S GAS - GAS (813)635-1500

CENTURY LINK - COMMUNICATION/FIBER (865)465-2313

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

dw g

D O

C U

G005

205146

TBD

N O

(2 O

F 2)

SECURITY NOTES:

1. GENRAL INTENT: CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT

SECURITY PLAN, THE SECURITY REQUIREMENTS NOTED HEREIN AND TO ANY REQUESTS

MADE BY AIRPORT OPERATIONS. THE CONTRACTOR SHALL DESIGNATE, IN WRITING, THE

NAME OF HIS "CONTRACTOR SECURITY OFFICER (CSO)." THE CSO SHALL REPRESENT THE

CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT.

2. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE CSO SHALL BE RESPONSIBLE FOR

BRIEFING ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL ON SECURITY

REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON SECURITY

REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. ACCESS TO THE SITE: CONTRACTOR'S ACCESS TO THE SITE SHALL BE GENERALLY AS

SHOWN ON THE PROJECT LAYOUT PLAN. THE FINAL ACCESS/HAUL ROUTE(S) SHALL BE

COORDINATED IN THE FIELD WITH THE AIRPORT'S ONSITE REPRESENTATIVE. NO OTHER

ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED BY THE AIRPORT. ALL

CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE ESCORTED BY A BADGED

CONTRACTOR EMPLOYEE OR AIRPORT STAFF. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR CONSTRUCTION TRAFFIC TO AND FROM THE VARIOUS CONSTRUCTION AREAS. THE

CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED CONSTRUCTION PERSONNEL OR

TRAFFIC ON THE SITE. IF THE CONTRACTOR CHOOSES TO LEAVE ANY ACCESS GATE OPEN,

IT SHALL BE ATTENDED BY BADGED CONTRACTOR EMPLOYEE WHO HAS PROPER TRAINING

OF THE AIRPORT OPERATIONS SECURITY PROGRAM. CONTRACTOR SHALL COORDINATE SITE

ACCESS WITH AIRPORT OPERATIONS FOR EACH GATE ACCESS LOCATION. AIRPORT

APPROVAL IS REQUIRED FOR ALL GATE ACCESS POINTS PRIOR TO ACCESSING ANY GATE.

4. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY

TO THE WORK SITE WILL USE AS A DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO

THE ACCESS POINT AT THE CONTRACTOR'S STAGING SITE AT THE AIRPORT. THE NAME

"PUNTA GORDA AIRPORT" SHALL NOT BE USED IN THE DELIVERY ADDRESS AT ANY TIME.

THIS WILL PRECLUDE DELIVERY TRUCKS FROM ENTERING INTO THE TERMINAL AREA, OR

TAKING SHORT CUTS THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT

OPERATIONS AREA INAPPROPRIATELY.

5. CONSTRUCTION AREA LIMITS: THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS,

PLANT SITE, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS DEFINED AS

REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE

MARKED BY THE CONTRACTOR. THE CONTRACTOR SHALL ERECT AND MAINTAIN AROUND

THE PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND/OR WARNING DEVICES

VISIBLE FOR DAY/NIGHT USE. TEMPORARY BARRICADES, FLAGGING AND FLASHING

WARNING LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF MARKING AND

WARNING DEVICES SHALL BE APPROVED BY AIRPORT OPERATIONS. CONTRACTOR SHALL

MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES AND BARRICADE

LIGHTS FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR

FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING

LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ENGINEER

FOR APPROVAL.

6. IDENTIFICATION-PERSONNEL: ALL EMPLOYEES, AGENTS VENDORS, INVITEES, ETC. OF THE

CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE AIR OPERATIONS AREA

(AOA) SITE SHALL BE REQUIRED TO DISPLAY DRIVER'S LICENSE AS WELL AS IDENTIFICATION

OF COMPANY WORKED FOR UPON REQUEST. IDENTIFIABLE HARD HATS OR OTHER

IDENTIFICATION SHALL ALSO BE WORN AT ALL TIMES, WHEN OUTSIDE AUTHORIZED

VEHICLES, IF REQUIRED BY AIRPORT OPERATIONS. THE PRIME CONTRACTOR SHALL BE

RESPONSIBLE FOR BACKGROUND CHECKS ON ALL OF ITS OWN AND ALL SUBCONTRACTOR

EMPLOYEES. THE CONTRACTOR AND ITS STAFF ARE RESPONSIBLE FOR ATTENDING ALL

REQUIRED TRAINING BEFORE THE START OF WORK.

7. IDENTIFICATION-VEHICLES: THE CONTRACTOR, THROUGH THE CSO, SHALL ESTABLISH AND

MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO

OPERATE ON THE SITE AND SHALL ISSUE A PERMIT TO EACH VEHICLE TO BE MADE

AVAILABLE UPON REQUEST BY AIRPORT OPERATIONS THE RESIDENT PROJECT

REPRESENTATIVE OR ANY AUTHORIZED AIRPORT REPRESENTATIVES. IN LIEU OF ISSUING

INDIVIDUAL VEHICLE PERMITS, THE CSO CAN REQUIRE EACH VEHICLE TO DISPLAY A LARGE

COMPANY SIGN ON BOTH SIDES OF THE VEHICLE AND ADVISE AIRPORT OPERATIONS AND

SECURITY OF A CURRENT LIST OF COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK

ON THE AIRPORT. CONTRACTOR EMPLOYEE VEHICLES SHALL BE RESTRICTED TO THE

CONTRACTOR'S EMPLOYEE PARKING AREA AND ARE NOT ALLOWED ON THE AOA AT ANY

TIME.

8. FINES: PAYMENT OF ALL FINES ASSESSED TO PUNTA GORDA AIRPORT DUE TO VIOLATIONS

BY THE CONTRACTOR OF FAA SECURITY OR SAFETY REQUIREMENTS SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. AIRPORT OPERATIONS PERSONEL DO ISSUE

CONTROLLED MOVEMENT AREA (CMA) VIOLATIONS FOR INFRACTIONS BY AN INDIVIDUAL,

WHICH CAN RESULT IN REVOCATION OF THE BADGE AND POSSIBLE FINES.

9. AREAS OUTSIDE THE PROJECT LIMITS OR HAUL ROUTES ARE DESIGNATED AS RESTRICTED

AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED

AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE RPR OR AIRPORT

OPERATIONS.

ACCESS, STAGING, AND HAUL ROUTE NOTES

1. THE CONTRACTORS SHALL MINIMIZE DISRUPTION OF STANDARD OPERATING

PROCEDURES FOR AERONAUTICAL ACTIVITY BY REMAINING WITHIN THE

PRESCRIBED STAGING, CONSTRUCTION, AND PHASING AREAS PRESENTED ON THE

PROJECT SAFETY AND PHASING PLANS.

2. CONTRACTOR EQUIPMENT, VEHICLES, AND PROJECT MATERIALS SHALL BE STORED

AT THE STAGING AREA SHOWN ON THE PLAN VIEW, EXCEPT AS OTHERWISE

PROVIDED FOR AT THE PRECONSTRUCTION CONFERENCE.

3. NO CONSTRUCTION MATERIAL STOCKPILES SHALL BE LOCATED WITHIN 400' OF A

RUNWAY CENTERLINE WHEN ACTIVE, OR WITHIN A TAXIWAY'S RESPECTIVE OBJECT

FREE AREA WHEN ACTIVE. ALSO, NO STOCKPILES SHALL PENETRATE A PART 77

IMAGINARY SURFACE (PROVIDED BY THE ENGINEER) EXTENDING OUT AND

UPWARDS FROM ALL SIDES OF AN ACTIVE RUNWAY. STOCKPILE HEIGHTS SHALL BE

LIMITED TO A MAXIMUM HEIGHT OF 25-FT AGL.

4. OPEN TRENCHES, EXCAVATIONS, AND STOCKPILED MATERIALS AT THE

CONSTRUCTION SITE SHOULD BE PROMINENTLY MARKED WITH ORANGE FLAGS AND

LIGHTED WITH FLASHING YELLOW LIGHTS DURING HOURS OF RESTRICTED

VISIBILITY AND/OR DARKNESS.

5. SOIL, DEBRIS, AND LOOSE MATERIAL DROPPED OR TRUCKED ONTO AIRPORT ROADS,

TAXIWAYS, AND SOD SURFACES, OR WHICH CAN BE BLOWN ONTO SUCH SURFACES,

SHALL BE IMMEDIATELY SWEPT, PICKED UP AND REMOVED, OR PLACED INTO

CLOSED CONTAINERS. ANY DAMAGE TO AIRPORT PROPERTY SHALL BE REPAIRED

IMMEDIATELY AT NO COST TO THE OWNER.

6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING

AIRPORT LIGHTING AND NAVIGATIONAL ELECTRICAL SYSTEMS DURING

CONSTRUCTION. A CONTACT PERSON AND TELEPHONE NUMBER FOR 24 HOUR

EMERGENCY AND IMMEDIATE REPAIR SHALL BE SUBMITTED TO THE AIRPORT

MANAGER AND ENGINEER OR RPR. HAUL ROUTES CROSSING PAVEMENT, DRAINAGE

AREAS, MISCELLANEOUS STRUCTURES AND/OR AIRFIELD CABLES SHALL BE

PROTECTED FROM DAMAGE.

7. THE CONTRACTOR SHALL UTILIZE WATER AND/OR CHEMICALS APPROVED BY THE

ENGINEER AS NECESSARY TO CONTROL DUST. CONTRACTOR SHALL PROCURE A

TEMPORARY WATER METER FROM UTILITY AND IS RESPONSIBLE FOR PAYMENT FOR

ONSITE HYDRANT USE.

8. CONTRACTOR IS REQUIRED TO MAINTAIN RADIO COMMUNICATIONS WITH AIR

TRAFFIC CONTROL (ATCT) AT ALL TIMES, FREQUENCY 119.550 (PUNTA GORDA

GROUND) FROM 06:00-21:00, 121.000 (CTAF) FROM 21:00-06:00. PERSONNEL IN NON

COMPLIANCE MAY BE REMOVED FROM THE SITE AND THEIR ACCESS PRIVILEGES

MAY BE REMOVED.

9. UNLESS SPECIFIED OTHERWISE, COST FOR THE ABOVE IS TO BE CONSIDERED

INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT SHALL NOT BE MADE.

10. THE CONTRACTOR'S STAGING AREA, SHOWN ON G101, SHALL BE FENCED AND

SCREENED. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED

UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING THE

STAGING AREA TO ITS ORIGINAL CONDITION AT THE COMPLETION OF THE PROJECT.

RPZ

X X

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

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

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

TSA

EXIST. MES DOUBLE

INV. = ±16.48' (S)

INV. = 16.86' 12" PVC @ 2.25%

INV. = 17.31'

EXIST. MES DOUBLE

INV. = 15.98' (N)

ROFA

RSA

EXIST. MES

INV. = 16.30'

X X

THREE (3) EXISTING ROAD

END SIGNS TO BE REMOVED

AND REINSTALLED (COST

INCIDENTAL TO MOBILIZATION)

CONTRACTOR'S

EMPLOYEE

PARKING

TRUCKS ENTERING

ROADWAY SIGN

TRUCKS ENTERING

ROADWAY SIGN

CONSTRUCTION

ENTRANCE

EXISTING

SECURITY

FENCE

NO CONSTRUCTION TRUCK

TRAFFIC IS PERMITTED

NORTH OF CHALLENGER BLVD.

ON GOLF COURSE BLVD.

RUNWAY 9-27

RUNW

AY 15-33

G O

HENRY STREET

CHALLENGER BLVD.

T/ W

EXISTING AIRFIELD

SECURITY FENCE

TAXILANE 3 TAXIWAY G

EXISTING T-HANGARS

TAXIWAY E

AIR CENTER

BUILDING

E G

EXISTING SECURITY GATE

EXISTING SWING GATE

CONTRACTOR'S

STOCKPILE AREA

EXISTING HYDRANT TO BE PROTECTED.

MAY BE USED FOR WATER ACCESS (SEE NOTE 8)

TRUCKS ENTERING

ROADWAY SIGN

RUNWAY 9-27 RUNWAY 9-27

6' CHAIN LINK FENCE

GATE

ELECTRIC OUTLET

ELECTRIC

VAULT

ELECTRIC VAULT

TRANS

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

6' CHAIN LINK FENCE

DITCH

TOP OF BANK

EDGE OF PAVEMENT

DITCH

TOP OF BANK

DITCH

TOP OF BANK

DITCH

O F

C H

DITCH

TOP OF BANK

HENRY STREET

EXIST. MES DOUBLE

INV. = ±16.48' (S)

INV. = 16.86' 12" PVC @ 2.25%

INV. = 17.31'

EXIST. MES DOUBLE

INV. = 15.98' (N)

EXIST. MES

INV. = 16.30'

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

C T

U T, A C

S, A

N D

G P

.d w g

D O

C U

GRAPHIC SCALE IN FEET

100 200 400

AIRPORT PROPERTY

BOUNDARY

RUNWAY SAFETY AREA

RUNWAY OBJECT FREE AREA

TAXIWAY SAFETY AREA

ACCESS / HAUL ROUTE

RSA

ROFA

SOIL TRACKING

PREVENTION DEVICE (SEE DETAIL

3, SHEET C851)

TAXIWAY OBJECT FREE AREATOFA

EXISTING SECURITY FENCE

NOTES:

LEGEND

EXISTING ASPHALT

CONTRACTOR'S STAGING AREA

PROJECT LIMITS

TSA

G101

205146

TBD

T, A

C C

S, A N

G P

1. CONTRACTOR TO USE RUBBER WHEELED VEHICLES ON ALL

PAVED AREAS TO BE PROTECTED. ALL TRACKED VEHICLES

SHALL BE CARRIED ON A LOWBOY TRAILER. ALL FOD SHALL

BE REMOVED CONTINUOUSLY FROM PAVEMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE INTEGRITY OF

EXISTING HAUL ROAD THROUGHOUT THE CONSTRUCTION

CONTRACT.

2. CONTRACTOR STAGING AREAS, HAUL ROUTES AND

STOCKPILE LOCATIONS INDICATED ARE APPROXIMATE AND

SUBJECT TO CHANGE. MULTIPLE STAGING AREAS AND HAUL

ROUTES MAY BE SELECTED (PENDING OWNER APPROVAL)

TO BETTER SERVE ALL PHASES OF WORK. FINAL STAGING,

ACCESS AND HAUL ROUTES SHALL BE COORDINATED WITH

AIRPORT OPERATIONS.

3. CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION

ENTRANCES AND SOIL TRACKING PREVENTION DEVICES

THROUGHOUT CONSTRUCTION.

4. WHERE THE HAUL / ACCESS ROUTE REQUIRES CONTRACTOR

VEHICULAR TRAFFIC TO OPERATE WITHIN AN ACTIVE

TAXIWAY OR TAXILANE OBJECT FREE AREA THE

CONTRACTOR WILL KEEP CLOSE, DIRECT AND CONTINUOUS

CONTACT WITH AIRCRAFT GROUND CONTROL FREQUENCY.

CONTRACTOR WILL COORDINATE WITH AIRPORT FOR

CORRECT FREQUENCY. AIRCRAFT AND CONTRACTOR

VEHICLES CANNOT OPERATE SIMULTANEOUSLY WITHIN ANY

ACTIVE ROFA OR TOFA.

5. CONTRACTOR SHALL ACCESS THE SITE BY UTILIZING

EXISTING ENTRANCE ROADS OFF OF CHALLENGER

BOULEVARD AS SHOWN ON THIS PLAN. AT NO TIME SHALL

THE CONTRACTOR USE THE EXISTING SECURITY GATE ON

HENRY STREET OR THE TAXILANES AROUND THE EXISTING

T-HANGARS ON THE WEST SIDE OF THE PROJECT.

6. CONTRACTOR EQUIPMENT SHALL NOT EXCEED A HEIGHT OF

25' AGL. CONTRACTOR'S STOCKPILE AREA NOT TO EXCEED A

HEIGHT OF 25' AGL. A CRANE SHALL NOT BE PERMITTED ON

THIS PROJECT UNLESS APPROVED IN WRITING BY THE

AIRPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SUBMITTING A 7460 AND OBTAINING FAA APPROVAL IF A

CRANE IS TO BE USED.

7. CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF

ALL TRAFFIC ON CHALLENGER BOULEVARD AND GOLF

COURSE BOULEVARD IMPACTED BY CONSTRUCTION

OPERATIONS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING AND

MAINTAINING CONSTRUCTION METER FOR FIRE HYDRANT

CONNECTION. CONTRACTOR SHALL PAY FOR ALL EXPENSES

RELATED TO CONSTRUCTION METER.

PROPOSED ASPHALT

KEY MAPKEY MAP

G101

TEMPORARY HAUL ROUTE ACROSS

EXISTING SWALE WITH 18" PIPE

CULVERT TO MAINTAIN DRAINAGE

(COST INCIDENTAL TO MOBILIZATION)

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

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

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

EXIST. MES DOUBLE

INV. = ±16.48' (S)

INV. = 16.86' 12" PVC @ 2.25%

INV. = 17.31'

EXIST. MES DOUBLE

INV. = 15.98' (N)

ROFA

RSA

EXIST. MES

INV. = 16.30'

24" RCP

(4) 29" x 45"

ERCP

(4) 29" x 45"

ERCP

(2 )1

4" x

E R

C P

APPROXIMATE

AIRPORT BOUNDARY

BENCHMARK 4

5/8" IRON ROD LB6690

ELEVATION=15.46'

BENCHMARK "M751" 5

FDEP ALUMINUM DISK

ELEVATION=15.53'

CHALLENGER BLVD.

G O

RUNWAY 9-27

RUNW

AY 15-33

HENRY STREET

BENCHMARK 3

5/8" IRON ROD LB6690

ELEVATION=18.18'

BENCHMARK 2

5/8" IRON ROD LB6690

ELEVATION=17.54'

BENCHMARK 1

5/8" IRON ROD LB6690

ELEVATION=18.84'

BENCHMARK 8

NAIL & DISK LB6690

ELEVATION=20.06'

BENCHMARK 6

NAIL & DISK LB6690

ELEVATION=16.95'

BENCHMARK 7

NAIL & DISK LB6690

ELEVATION=18.56'

TAXIWAY G

TAXIWAY E

AIR CENTER

APRON

GATE

ELECTRIC OUTLET

ELECTRIC

VAULT

ELECTRIC VAULT

TRANS

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ELECTRIC

VAULT

ROFA

DITCH

TOP OF BANK

EDGE OF PAVEMENT

DITCH

TOP OF BANK

DITCH

TOP OF BANK

DITCH

O F

C H

DITCH

TOP OF BANK

HENRY STREET

EXIST. MES DOUBLE

INV. = ±16.48' (S)

INV. = 16.86' 12" PVC @ 2.25%

INV. = 17.31'

EXIST. MES DOUBLE

INV. = 15.98' (N)

EXIST. MES

INV. = 16.30'

N = 942649.1534 E = 652865.9590

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\ b_ G

C O

O L

.d w g

D O

C U

LEGEND

BENCHMARK

N = 941721.5353

E = 658773.3667BENCH MARK # 1

N = 941704.7771

E = 658191.6971BENCH MARK # 2

N = 941701.7798

E = 657598.4759BENCH MARK # 3

N = 941686.9056

E = 656742.0025BENCH MARK # 4

N = 941636.2172

E = 655986.7170BENCH MARK # 5

N = 943206.6326

E = 657587.1050BENCH MARK # 6

N = 943198.4521

E = 658484.3640BENCH MARK # 7

N = 943191.0483

E = 659277.6116BENCH MARK # 8

KEY MAP

G301

205146

TBD

C O

O L

400200100

NOTES:

1. SURVEY AND BENCHMARK DATA PROVIDED BY BANKS ENGINEERING IN JANUARY OF 2019.

2. CONTRACTOR TO VERIFY ELEVATION OF BENCHMARKS PROVIDED PRIOR TO THE START OF

CONSTRUCTION.

3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 NATIONAL GEODETIC SURVEY,

FLORIDA WEST ZONE, STATE PLANE COORDINATE SYSTEM.

4. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988.

EXIST. MES DOUBLE

INV. = ±16.48' (S)

JJ CXCXCXCXCX

C X

(2 )1

4" x

E R

C P

X X

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

TAXILANE 3

TAXILANE 10

PHASE 4A

PHASE 4B

TAXIWAY G

E G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

N .d w g

D O

C U

GRAPHIC SCALE IN FEET

30 60 120

PHASE 1B MON -SAT

7A - 6P

EXCAVATION, GRADING, DRAINAGE, TRENCH AND REPLACE

THROUGH TAXILANE G2, NEW APRON PAVEMENT, AND

AIRFIELD ELECTRICAL.

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURSPHASE

PHASE 1A

TAXILANE G1 AND TAXILANE 3. WEST HALF

OF TAXILANE 6. CONTRACTOR SUPERVISED

CROSSINGS ON TAXILANE G2

PHASE 3

PHASE 2

G401

205146

TBD

C O

R U

O N

P H

G P

NOTES:

1. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION ON

AIRFIELD & AIR CENTER OPERATIONS.

2. FINAL PAVEMENT MARKINGS AND SEALCOATING SHALL BE PERFORMED AFTER ALL

PAVEMENT HAS CURED FOR AT LEAST 30-DAYS.

3. FOLLOWING THE AWARD OF A BID SCHEDULE, CERTAIN PHASES WILL BE COMBINED IN

THE CONFORMED CONSTRUCTION DOCUMENTS. REFER TO G402 FOR INFORMATION

REGARDING PHASE DURATION. THE FOLLOWING PHASES WOULD BE COMBINED:

· SCHEDULE A - NO CHANGE

· SCHEDULE B - PHASES 1B AND 2 WOULD BE COMBINED.

· SCHEDULE C - PHASES 1B, 2, AND 3 WOULD BE COMBINED.

· SCHEDULE D - PHASES 1B, 2, AND 3 WOULD BE COMBINED.

PHASE 4A

PHASE 4B

PHASE 4C

LEGEND

TAXIWAY SAFETY AREA CONTRACTOR'S STAGING AND

STOCKPILE AREA

TAXIWAY OBJECT FREE AREAFINAL PAVEMENT MARKINGS AND SEAL COATING.PHASE 5

MON -SAT

9P - 6A

MON -SAT

9P - 6A

MON -SAT

9P - 6A

MON -SAT

7A - 6P

MON -SAT

7A - 6P

MON -SAT

7A - 6P

MON -SAT

7A - 6P

EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD ELECTRICAL.

EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD REFELCTORS.

FINAL LIFT OF ASPHALT ACROSS THE FULL LENGTH OF

PHASE 4 TAXIWAY CONNECTOR PAVEMENT, AND INITIAL

MARKINGS.

EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD REFLECTORS.

EXCAVATION, GRADING, DRAINAGE, FIRST 2 INCH LIFT OF

CONNECTOR PAVEMENT, AND AIRFIELD ELECTRICAL.

EXCAVATION, GRADING, DRAINAGE, FIRST 2 INCH LIFT OF

CONNECTOR PAVEMENT, AND AIRFIELD ELECTRICAL.

TAXILANE 3 AND TAXILANE G2.

EAST HALF OF TAXILANE 6.

TAXILANE 7 AND TAXILANE G2

TAXILANE G2 AND TAXILANE 9

TAXIWAY GOLF (NIGHTLY

CLOSURE AND REOPENING),

TAXILANE 10

TAXIWAY GOLF (NIGHTLY

CLOSURE AND REOPENING),

TAXILANE 10, AND TAXILANE 11

TAXIWAY GOLF (NIGHTLY

CLOSURE AND REOPENING),

TAXILANE 11

PROJECT AREA LIMITS

BID SCHEDULE

BASE BID

BASE BID + ADDITIVE 1

BASE BID + ADDITIVES 1-2

ALL SCHEDULES

BASE BID + ADDITIVES 1-3

PROPOSED DRAINAGE PIPE

PROPOSED DRAINAGE STRUCTURE

ALL SCHEDULES PHASE 0 MOBILIZATION, SUBMITTALS, AND MATERIAL PROCUREMENT.NONE.

MON -SAT

7A - 6P

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\ b_ G

C O

R U

O N

P H

G P

_G an tt.

dw g

D O

C U

G402

205146

TBD

C O

R U

O N

P H

G P

(S C

ANTICIPATED START: NOVEMBER 2025 PGD AIR CENTER APRON EXPANSION

ID ACTIVITY WORK HOURS DURATION

0 MOBILIZATION N/A 60

1 PHASE 1A MON - SAT;

7A - 6P 35

2 PHASE 1B MON - SAT;

7A - 6P 28

TOTAL CONSTRUCTION DURATION 123

123 DAYS

BID SCHEDULE A

BID SCHEDULE B

ANTICIPATED START: NOVEMBER 2025 PGD AIR CENTER APRON EXPANSION

ID ACTIVITY WORK HOURS DURATION

0 MOBILIZATION N/A 60

1 PHASE 1A MON - SAT;

7A - 6P 35

2 PHASE 1B MON - SAT;

7A - 6P 45

3 PHASE 2 MON - SAT;

7A - 6P 45

4 PHASE 5 MON - SAT;

9P - 6A 1

TOTAL CONSTRUCTION DURATION 141

141 DAYS

BID SCHEDULE D

ANTICIPATED START: NOVEMBER 2025 PGD AIR CENTER APRON EXPANSION

ID ACTIVITY WORK HOURS DURATION

0 MOBILIZATION N/A 60

1 PHASE 1A MON - SAT;

7A - 6P 35

2 PHASE 1B MON - SAT;

7A - 6P 66

3 PHASE 2 MON - SAT;

7A - 6P 66

4 PHASE 3 MON - SAT;

7A - 6P 66

5 PHASE 4A MON - SAT;

9P - 6A 20

6 PHASE 4B MON - SAT;

7A - 6P 25

7 PHASE 4C MON - SAT;

9P - 6A 3

8 PHASE 5 MON - SAT;

9P - 6A 1

TOTAL CONSTRUCTION DURATION 210

210 DAYS

N O

0, (E

, 2

N O

0, (E

, 2

BID SCHEDULE C

ANTICIPATED START: NOVEMBER 2025 PGD AIR CENTER APRON EXPANSION

ID ACTIVITY WORK HOURS DURATION

0 MOBILIZATION N/A 60

1 PHASE 1A MON - SAT;

7A - 6P 35

2 PHASE 1B MON - SAT;

7A - 6P 66

3 PHASE 2 MON - SAT;

7A - 6P 66

4 PHASE 3 MON - SAT;

7A - 6P 66

5 PHASE 5 MON - SAT;

9P - 6A 1

TOTAL CONSTRUCTION DURATION 162

162 DAYS

N O

0, (E

, 2

N O

0, (E

, 2

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

X X

BEECHCRAFT BARON 58

WINGTIP CLEARANCE

BEECHCRAFT

BARON 58 WINGTIP

77'

Baron 58

Ba ro n

Baron 58

0( G

V-

G 550(G

V-SP)TAXILANE 3

PHASE 1A

TAXILANE 6

TAXILANE 7

E G

64'

G550 WINGTIP CLEARANCE

G550 WINGTIP

TAXIWAY E

TAXIWAY G

BARRICADES IN PLACE

ONLY DURING SIGN

INSTALLATION WORK.

SEE NOTES 4 AND 5.

BARRICADES IN PLACE ONLY DURING

TAWIWAY G SIGN INSTALLATION. BARRICADES

SHALL BE PLACED AT TAXIWAY A TSA

WORK ON THIS SIGN

SHALL BE COMPLETED

IN PHASE 1B

BARRICADES IN PLACE

ONLY DURING SIGN

INSTALLATION WORK.

SEE NOTES 4 AND 5.

BARRICADES IN PLACE ONLY DURING

TAWIWAY G SIGN INSTALLATION. BARRICADES

SHALL BE PLACED AT TAXIWAY G HOLD BAR

BARRICADES IN PLACE ONLY IF BOTH

TAXIWAY G AND TAXILANE G2 ARE CLOSED

FOR SIGN REPLACEMENT/NEW SIGN WORK.

SEE NOTES 4 AND 5.

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

G451

205146

TBD

C O

R U

O N

P H

G P

35 CALENDAR

DAYS

MON -SAT

7A - 6P

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASEBID SCHEDULE

BASE BID PHASE 1A

TAXILANE G1 AND TAXIWAY E. WEST HALF

OF TAXILANE 6. CONTRACTOR

SUPERVISED CROSSINGS ON TAXILANE G2

EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD ELECTRICAL.

GRAPHIC SCALE IN FEET

LEGEND

TAXIWAY SAFETY AREA

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA

1206030

NOTES:

1. ALL PHASING LIMITS SHOWN ARE BASED ON ACCOMMODATING NO LARGER

THAN THE FOLLOWING AIRCRAFT:

TAXILANE G2 (WEST) = G550 (ADG III)

TAXILANE G1 = BEECHCRAFT BARON 58 (ADG I)

2. CROSSING GUARDS ARE TO CONTROL CONTRACTOR EQUIPMENT ONLY.

3. CENTERLINE REMAINS UNCHANGED. AIRCRAFT MUST TREAT THIS

NON-MOVEMENT AREA AS OPEN APRON DUE TO BARRICADE ENCROACHMENT.

4. TAXILANES G1 AND G2 MAY NOT BE SIMULTANEOUSLY CLOSED. APRON MUST

REMAIN ACCESSIBLE AT ALL TIMES. REPLACEMENT OF SIGNS AND NEW SIGN

PAD INSTALLATION AND SUBSEQUENT TAXILANE CLOSURES SHALL BE

SEQUENCED ACCORDINGLY AND SHALL BE LIMITED TO TWO CALENDAR DAYS.

5. REPLACEMENT OF EXISTING SIGN PANELS SHALL NOT REQUIRE ANY ADDITIONAL

CLOSURES AND WILL BE DONE ON A PULL-BACK BASIS.

ACCESS HAUL ROUTE

PROJECT AREA LIMITS

AIRCRAFT TAXI ROUTES

CONTRACTOR'S STAGING AND

STOCKPILE AREA

TEMPORARY LOW PROFILE AIRFIELD

BARRICADE RELATED TO SIGNAGE WORK

(NOT DRAWN TO SCALE), SEE DETAIL 2,

G004. ALSO SEE NOTES 4 AND 5 AND

CALLOUTS ON THIS SHEET.

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

TOFA

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TSA

X X

G550 WINGTIP CLEARANCE

G550 WINGTIP

0( G

V-

G 550(G

V-SP)TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

E G

TAXIWAY E

99'

73'

TAXIWAY G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

GRAPHIC SCALE IN FEET

30 60 120

G452

205146

TBD

C O

R U

O N

P H

G P

LEGEND

TAXIWAY SAFETY AREA

ACCESS HAUL ROUTE

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA PROJECT AREA LIMITS

NOTES:

1. ALL PHASING LIMITS SHOWN ARE BASED ON ACCOMMODATING NO LARGER

THAN THE FOLLOWING AIRCRAFT:

TAXIWAY E (WEST) AND TAXILANE G1 = G550 (ADG III)

TW G CLOSED TO ALL AIRCRAFT WITH A WINGSPAN GREATER THAN 100'

35 CALENDAR

DAYSPHASE 1B MON -SAT

7A - 6P

EXCAVATION, GRADING, DRAINAGE, TRENCH AND REPLACE

THROUGH TAXILANE G2, NEW APRON PAVEMENT, AND

AIRFIELD ELECTRICAL.

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASE

TAXILANE 3 AND TAXILANE G2.

EAST HALF OF TAXILANE 6.

BID SCHEDULE

BASE BID

AIRCRAFT TAXI ROUTES

CONTRACTOR'S STAGING AND

STOCKPILE AREA

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

X X

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

E G

AVAILABLE AIRCRAFT

PARKING

TAXIWAY E

TAXIWAY G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

GRAPHIC SCALE IN FEET

30 60 120

G453

205146

TBD

C O

R U

O N

P H

G P

NOTES:

1. WORK SHALL BE SEQUENCED TO MINIMIZE THE IMPACT OF CONSTRUCTION ON

AIRPORT OPERATIONS AND EXISTING ROADWAYS.

2. FINAL PAVEMENT MARKINGS SHALL BE PERFORMED AFTER ALL PAVEMENT HAS CURED

FOR AT LEAST 30-DAYS.

3. ANY TEMPORARY PAVEMENT MARKING REQUIRED FOR PHASING SHALL BE

CONSIDERED INCIDENTAL TO LINE ITEM CONSTRUCTION SAFETY, PHASING, SECURITY,

AND MOT.

35 CALENDAR

DAYS

MON -SAT

7A - 6P

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASEBID SCHEDULE

PHASE 2 EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD REFLECTORS.TAXILANE 7 AND TAXILANE G2BASE BID + ADDITIVE 1

LEGEND

TAXIWAY SAFETY AREA

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA

ACCESS HAUL ROUTE

PROJECT AREA LIMITS

AIRCRAFT TAXI ROUTES

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

X X

AVAILABLE AIRCRAFT

PARKING

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

TAXILANE 3

TAXILANE 10

E G

TAXIWAY E

26'

TAXIWAY G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

G454

205146

TBD

C O

R U

O N

P H

G P

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASEBID SCHEDULE

BASE BID + ADDITIVES 1-2 PHASE 3

MON -SAT

7A - 6P

42 CALENDAR

DAYS

EXCAVATION, GRADING, DRAINAGE, NEW APRON PAVEMENT,

AND AIRFIELD REFLECTORS.

TAXILANE G2 AND TAXILANE 9BASE BID + ADDITIVES 1-2

GRAPHIC SCALE IN FEET

LEGEND

TAXIWAY SAFETY AREA

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA

1206030ACCESS HAUL ROUTE

PROJECT AREA LIMITS

AIRCRAFT TAXI ROUTES

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

X X

AVAILABLE AIRCRAFT

PARKING

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

TAXILANE 3

TAXILANE 10

PHASE 4A

E G

TAXIWAY E

TAXIWAY G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

G455

205146

TBD

C O

R U

O N

P H

G P

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASEBID SCHEDULE

BASE BID + ADDITIVES 1-3 PHASE 4A MON -SAT

9P - 6A

28 CALENDAR

DAYS

EXCAVATION, GRADING, DRAINAGE, FIRST 2 INCH LIFT OF

CONNECTOR PAVEMENT, AND AIRFIELD ELECTRICAL.

TAXIWAY GOLF (NIGHTLY

CLOSURE AND REOPENING),

TAXILANE 10

GRAPHIC SCALE IN FEET

LEGEND

TAXIWAY SAFETY AREA

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA

1206030

NOTES:

1. CONTRACTOR SHALL ADD BARRICADES TO THE EASTERN INTERSECTION ON

TAXIWAY G.

2. PRIOR TO REOPENING TAXIWAY G, AIRFIELD BARRICADES ARE TO BE PICKED UP

AT THE END OF EACH SHIFT. ADDITIONALLY, WORK AREA MUST BE GRADED TO

COMPLIANCE.

3. WORK NEAR TAXILANE 5 SHALL BE PERFORMED ON A PULL-BACK BASIS TO GIVE

RIGHT OF WAY TO ALL AIRCRAFT.

ACCESS HAUL ROUTE

PROJECT AREA LIMITS

AIRCRAFT TAXI ROUTES

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

X X

112.5'

62'

70'

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

TAXILANE 3

TAXILANE 10

PHASE 4A

PHASE 4B

E G

TAXIWAY E

47'

TAXIWAY G

O N

AUGUST 2025

A, F

N o.

N S

E D

T N

DESIGNED:

DRAWN:

CHECKED:

CCAA NO.:

JOB NO.:

DATE:

SHEET NO.:

\T am pa

\P ro je ct s\ Pu nt a

G or da \2

6_ Ai r C en te r A pr on

E xp an si on \C

-d w g\

O N

U C

N P

.d w g

D O

C U

G456

205146

TBD

C O

R U

O N

P H

G P

WORK ELEMENTS INCLUDEDFACILITY IMPACT

OR CLOSURE

WORK

HOURS DURATIONPHASEBID SCHEDULE

BASE BID + ADDITIVES 1-3

28 CALENDAR

DAYSPHASE 4B MON -SAT

7A - 6P

EXCAVATION, GRADING, DRAINAGE, FIRST 2 INCH LIFT OF

CONNECTOR PAVEMENT, AND AIRFIELD ELECTRICAL.

TAXILANE 10

GRAPHIC SCALE IN FEET

LEGEND

TAXIWAY SAFETY AREA

CROSSING GUARD LOCATION

LOW PROFILE

AIRFIELD BARRICADE

(NOT DRAWN TO SCALE),

SEE DETAIL 2, G004

TAXIWAY OBJECT FREE AREA

1206030ACCESS HAUL ROUTE

PROJECT AREA LIMITS

AIRCRAFT TAXI ROUTES

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

X X

TAXILANE 3

PHASE 1A

TAXILANE 8

PHASE 1B

TAXILANE 6

TAXILANE 7

PHASE 2

TAXILANE 9

TAXILANE 3

TAXILANE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 24, 2025.